HomeMy WebLinkAboutBldg Permit 05-1101
o~ PR/04fl CITY OF PRIOR LAKE BUILDING PERMIT,
'"'0(' TEMPORARY CERTIFICATE OF ZONING COMPLIANCE'
t ~ r-~ Qeor;N~ ~rIL{TrtJCO~NE~f~?N PERMIT j. /)//1..1)( O!J'
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_~ ,~i~~w ~;;Iicanl I PERMIT NO. 05. 1101
(PleasetnJe or print and SilUutf," ."J _ iCtJ.V~/OAn /)1'/ '
. ADDRESS .l'Bo~ WC2-~Coa. \:)C\\le.. se SeE ~L.SO ZfNING(OffiCeUSe)
P('\Cf \~ ~ ~'(V"'\()eso~o.... 553'7~ #~s:/ C,I
\ /7""/1/ 6~.......cj.c?~~~/IfZ-
LEGAL DESCRIPTION (office use only) ~ - )
PIDZ5: 93'/001.0
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~=~~ ~\ O\:5Wlc4- ~'7'~ - ~ tvk\~~one)qS;}-"2Lh -(X)S'
(Address) '1 ") ~GO F~H YT 'E-D ~F- Pr1oo.-lAk. ~ 5S3f-L
BNIl.];l:8& c.o~.s.'1'K-\.lL' l.o..~ [V lI\iJ~r~
(Company Name) ~o.s.5Ai2D\ (oR.+b(A110~
(Contact Name) S Tc? \) Q K \ L~ 'E.i2
(Address) RSCOS <-J. 7B+ ST-=t*tro
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LOT
BLOCK
ADDITION
Date Rec' d
(Phone) _'1Sa-531 - S 4~~)
(Phone)
'BICo~~ho(-,~ ~~
SS'-\3<?>
TYPE OF WORK ENew Construction DDeck o Porch ORe-Roofing ORe-Siding OLower Level Finish 0 Fireplace
'~''''I.''uu" ::;.'tftteration DUtility Connection
PROJECT COST/VALUE $ ~a \, ~ 0
(excluding land) ~7()'"
~ IDOo.
I 0 '! .. Of? TbT'"A c.-
I hereby certify that I have furnished information on this application which is to the best of my knowledge true and correct. I also certify that I am the owner or authorIzed agent for the
above-mentIOned propelty and that all construction will conform to all existing state and local laws and will proceed in accordance with submitted plans. I am aware that the building
official can revo1a> ,hi. nprm;t f{)r iust cause Furthermore, I hereby agree that the city official or a designee may enter upon the property to perform needed Inspections.
X C~ ~ ~&OLT&~
Signature Contractor's License No. Date
CODE: DI.R.C. ~T.B.C.
Type of Constructionr ~ II
Occupancy Group: A B'C!:/ F
Division: I
III IV
H I
2 3
V
M
4
Permit Valuation
51e>. OCO.-
3"'t11.7~
2.4SS" , sf
z...B>~ -
Permit Fee $
I Plan Check Fee $
I State Surcharge $
I Penalty $
I Plumbing Permit Fee $
I Mechanical Permit Fee $
I Sewer & Water Permit Fee $
I Gas Fir~ace Permit Fe'l $
This PliCatio. KO Buil~ Pewrit Z AP,/.O:d
" II JOIo~
Building Otllcia 5Datel
o Misc.
A
R
5
B
S U
$
$
$
$
$
$
$
$
$ /71; ~f'J.Z1-
S037fL? I
I
~.~.-
5z..2a>. .-
S-"'f.~. ,..
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I ThIS IS to certify that the request In the above apphcal10n and accompanYing documents IS In accordance With the CIty Zoning Ordinance and may proceed as (equested ThiS document
7~==r:r"~::-~" 'fZ;j ~:i; ;".W"OO'~O~ '" ro~"re M~, I=P'~ · Co,,""" '<O"'p.~ m," oc
II Planning Director I ~ate Special Conditions, if any
{j 24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245
16200 Eagle Creek Avenue Prior Lake, MN 55372
Park Support Fee ~
SAC -:2..
I Water Meter Size 5/8"; I"r
I Pressure Reducer
I Sewer/Water Connection Fee~ # l;Sao
I Water Tower Fee 3(P # (000
I Builder's Deposit
I Other
I TOTAL DUE / I
(t,4ud.> /119/ (7S
I Paid /'1~.3/g.2..q
I Date - fl-' /(). OS '
# fjr:p
# r~
Receipt No.
By 4/..
(j
r rt.....,., L.#-\." J;;;.
BUILb.-11fG'AND INSPECTION
INSPECTION RECORD
~?::'o -1- ~L.vOc-O u.. $', c '
SITE ADDRESS
NATURE OF WORK Fr.:>-l'~/-T-1-lcI"'" ON L..",\ A,- E t> C::::1e LA) ~<..:J ~
USE OF BUILDING - \ Ie- N e ~
PERMIT NO. os -llo 1 DATE ISSUED
CONTRACTOR ~=ss;4 e..Or ~> - PHONE 952 - S~( ->-4 ~
NOTE: THIS IS NOT A PERMIT FOR ANY OF THE INSPECTIONS BELOW
THE PERMIT IS BY SEPARATE DOCUMENT
1\;\~/o~
INSPECTOR / DATE ,
I FOOTING J%7' / ~'1ldl,
FOUNDATION (Prior to Backfill) I #- I / //9 j"b
.
PLACE NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED
ROUGH - INS
._ww_..f .."._... _ _C
---
-
1
~
~equired)
~
~
COVER NO WORK UNTIL ABOVE HAS BEEN SIGNED!
I I
FINALS
~(Prior to Sodding)
BUIL~ING
.. - r
-
,d?-
. I
..s-k(//tJ6
/ ,.
DO NOT OCCUpy UNTIL ABOVE HAS BEEN SIGNED
NOTICE
This card must be posted near an electrical service cabinet prior to rough-in inspections
and maintained until all inspections have been approved. On buildings and additions
where no service cabinet is available, card shall be placed near main entrance.
FOR ALL INSPECTIONS (952) 447-9850
~
Metropolitan Council
Building communities that work
Environmental Services
September 1, 2005
Bob Hutchins
Building Official
City of Prior Lake
16200 Eagle Creek Ave.
Prior Lake, MN 55372-1787
Dear Mr. Hutchins:
The Metropolitan Council Environmental Services Division has determined SAC for the
KindergartenlEarly Childhood Center to be located within the City of Prior Lake.
This project should be charged 37 SAC Units, as determined below.
SAC Units
Charges:
Classroom
19882 sq. ft. @ 30 sq. ft./student @ 18 students/SAC Unit
36.82 or 37
If you have any questions, call me at 651-602-1113.
~:cJ.~9
~ards
Staff Specialist
Municipal Services Section
JLE: (355)
050901S4
cc: S. Selby, MCES
Josh Ripplinger, Wold
J
www.metrocouncll.org
Metro Info Line 602-1888
230 East FIfth Street . St. Paul. Minnesota 55101-1626 . (651) 602-1005 . Fax 602-1138 . TIT 291-0904
An Equal Opportunity Employer
~ Metropolitan Council
Environmental Services
October 7,2005
Bob Hutchins
Building Official
City of Prior Lake
16200 Eagle Creek Ave.
Prior Lake, MN 55372-1787
Dear Mr. Hutchins:
The Metropolitan Council Environmental Services Division has determined SAC credits
for the District Service Center located within the City of Prior Lake.
This project should be credited 1 SAC Unit, as determined below. The credits may be
taken when a new use is established for this site. Remaining credits may either be declared
site specific or used city-wide.
SAC Units
Credits:
Office
3368 sq. ft. @ 2400 sq. ft./SAC Unit
1.40 or 1
If you have any questions, call me at 651-602-1113.
Sincerely,
~.' '-(}-
J~::ards
Staff Specialist
Municipal Services Section
JLE: (300)
051007SB
cc:
S. Selby, MCES
Lynae Schoen, Wold Architects
/
-'J
J~
\
www.metrocouncU.org
Metro Info LIne 602-1888
230 East Fifth Street . St. Paul. Minnesota 55101-1626 . (651) 602-1005 . Fax 602-1138 . TIT 291-0904
An Equal Opportunity Employer
White - Building
Canary - Engineering
Pink - Planning
BUILDIN(tfERMIT APPLICATION DEPARTMSNT CHECKLIST
NAME OF APPLICANT
APPLICATION RECEIVED
& ~ Cfl.P
(0/2-0 /o~
I
The Building, Engineering, and Planning Departments have reviewed the building permit
application for construction activity which i~sed at:
S~t?<f- ~~ ~~ S'.E.- FNb,C)~L.7
Accepted
Denied
Accepted With Corrections
v
'to
Reviewed By:
f!-j;)~-
C. TI{ l S 1 S
It !t <:> /or;;-
~ FouMl,.,.,k,"; ~ " O"JL'1'
<:;:pe:-C.(A-L {N5pe-c.v?t-~- (AJ S f>i5LT(~N5
-
Date:
Comments:
i ~ Co tV\. (~ L......G'["'E- A~
"The issuance or granting of a permit or approval of plans, specifications and
computations shall not be construed to be a permit for, or an approval of, any violation of
any of the provisions of this code or of any other ordinance of the jurisdiction. Permits
presuming to give authority to violate or cancel the provisions of this code or other
ordinances of the jurisdiction shall not be valid."
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White - Building
Canary - Engineering
Pink - Planning
lliY-,'Ilo
BUILDING PERMlI APPUCATIQNDe.B4RTIWENT CHECKLIST
,. .'-,' {.... ,._.'~ .'
NAMEOFAPPLl~ANT .:~'b ~ Cf2.[>,
APPLICATION REC~I~ED''''' ' " ( b /2- '0 ,/0 ~
~
"
The Building, Engineering, and Planning Departments have reviewed the building permit
application for construction activity which iUoposed at:
'::2 r, (::. t.. I
5 JO <f- UJ~~ UO>o.O l ce J \...., FI'lb, ONL7 ;
Accepted
~
Denied
,
Accepted With Corrections
Reviewed By:
Comments: T 1'< { S
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Date: II hfoJo~
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liThe issuance or granting of a permit or approval of plans, specifications and
computations shall not be construed to be a permit for, or an approval of, any violation. of
any of the provisions of this code or of any other ordinance of the jurisdiction. Permits'
presuming to give authority to violate or cancel. the provisions of this code or other
ordinances of the jurisdiction shall not be valid."
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.~.lAU"'A O.~ ~.l.IJ~G Al"ID SPECIAL .I.l.'~ A!.cnON S'-cU!.u'u.L.oE
.1 Project Name:
Location
. ~eatiOD
. SedlOD.' Artide
02200
03100
03200
03300,
03300
04200.
New Kindergarten I Edgewood Early Childhood Center
S304 Westwood Drive SE
Prior Lake, Minnesota '55372
. Type of Speci.tl ..
D....~;ptioJl (2) _ Inspector (3) . 'R... .~'i J"reque:DcY
Proiect No.:
052039 '.
Permit No.:
(l)
. AssIoecl FInn.(4)
E"..1.",(;_'SI-T
rl......lIOIk sr-s .
Reioft.....-.._t, Sl-S
, Concrete Tes13 TA
Con......:,.. Placement , sr-s
. Masonry Placement SI-T
Weekly .
PerVw
Per Visit
Per Test
Per VISit
P~ Visit
. .
,(1) P__:.No. to bepIOVided by the BuitdiDs Official... '. .
(2) Use dcs-:y~ODi permc. Section 1704. as adI.:.-~..d. byrbc 0-._ State Building Code.
(3) Speclal1Dspector- Tec'Jmi~t ~..,....:.a1 I.~,A' ..~t..... -S~ T....::...gAo_.J.
(4) PiIm CODtracted to P ...J.t:.. .., services..
."-
'- .
ACKNOWLEDGMINTS
, .
.
FimJ:JndeoendentScliPqlDBiCt#719 . Pate: . iI~/b<"
. Fmu:~"T ~ 'Date:. ~hloS" .
I'iIm: Wold ArChi:....... and En.....:...._,J . Date: ~."~
=l'e.it~ := ,/~;@
r::....- .~ . 'T~J ~ Date: 7/$/t7>"
r:...- A'~;II::!/Al t:;;.rrd,~~ ~ 7/g/~:s-
FinD: Date:
Pinn: Date:
l..egezI(l:
81- T '"" Sr ....:..1 l:ospcCtor - TecbDica1
SI-S - Special In..y....lm'. StrtJcIUral
~ - Fabricator . / /.
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01410-7 . . : Structural ~~ng.~d Sped.) Inspection
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BRAUN~
INTERTEC
Special Inspector Daily' Report
City of Pr,13,.IALe
/e7" fi~ ~~
(
Page
of
1
Report Number:
Project Name:
Project Address:
Client:
Weather:
k.A::.s ~ b/-..-..h.,Y
~'.' le,L~. ..,~
,
. Date of This Report:
Project No.:
{-l(-o ~
J;Co$"~ ?l':J
. Client Project No.:
. Temperature:
Inspection Coverage:
~ Masonry ,E::J Rebar Placement 0 Foundations
o Welding 0 Concrete Placement 0 Fireproofing
o Boltin,g 0 Tendon Placement 0 Other
Did the architect or engineer authorize changes to city approved plans? Yes 0 (Listed Below) No ~.
,.J · ,..,.. .
Description and location of work completed: - 0 /J5~ ~ / ~_ I- l' ~ A ~U"'fL.j,W
~ML., lVe:,J. k.I.I 1 G,.,~ /' r~~fHv ~.-I-l~ J...., ..... S"'4I c."...w.-. "t b1"" ~ -..A
6,,-~tW wol-lJ I~W ~ stil G.-- "? ~".., .ML//.._~ ~ ,n::;~t.r~ ~
, /-
1Ype of Inspection:
o Continuous
jZ?j- Periodic
<7f:; -t. ~~..(J ;-~ d.o1l!L......l4 ~.
-/ ,--
u.._ .J.,l.p ~~ ~t-, 5.
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- tJb:.vuw/ .xL. ~L.-,~-/;/ "'..L........1 ~ I ~ .....1-# ,.... e..,//<
dt~I//"-J ~ ~. (;".~ ~- / "'" A -/ ~.4- -Z cJ- ~ // /J ~c.J /1' Z- ~ ~~
~- r?/~ d 1z&.Je.. ~"..d..- ~ ~ f.&J:lI '~ t':~.-. J... ~ /00 ~ 7t:..c..
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- -
List tests performed: -/ ,,"~.I'I , i
.- 5.....7~J.I 4-J ~ _~ ~,i.. fly ~ t:...J.- (~/? (H,J. YlI:r....s{ld-1
~ ;;"y.Jd __.P C;Yf /,uTf 3 ~ ~ (~J"'G.)
Are there any discrepancies noted lluLU this day's observations? Yes 0 No ti?
Are there any outstanding discrepancies on this project? Yes 0 No &J
If yes, see attached Summary Sheet.
/.,tv. v..l.. ~41-A
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,.
.
.
.
To the best of our knowledge, work inspected was done in accordance with the approved plans, specifications and
applicable workmanship pro~ons of the mCIUBC, except as noted above.
SigneU~ ~. . Date: !--#-cJ'
Print Full Name: ~ ,/Z ~~<.- I.D. Number: // sf,,j-Y j'- fr'7
. .
(White copy to Braun Intertec file. Blue copy to General Contractor.J
fnn\specinsp.4 In.5195
Ie #_/1 t". fJ"/e
((;, r;...-r ft Page -;? of -2
SIDRPT2
BRAUN
I NTE RTEC Continuation of Special Inspection Daily Report
City of jlr;,p-t."I:-~
Report No.:
Project Name:
L-vt:!J~tJ.I ~~
..
____,__,,_.._ Date of This Report: / ~-o("
Project No.: /, CoJ'-"':/'?,;
Note: This is a continuation of a report. The first page of this report has information which should not be separated from this
continuation)
~~ ~C-~ vJ'~'- ~AP~/c;,,,.J.
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To the best of our knowledge, work inspected was done in accordance with the approved plans, specifications and applicable
workmanship provisions of the current IBC/UBC, except as noted above.
S;gned 0~-~
Print Full Name: ~~/ ~ ~.J'~_
,
Date: /- S- "t::I ~
1.0. No: /1 :J6J7~ ~~
White copy to Braun Intertec file. Blue copy to Project Site Representative.
. Providing engineering and environmental solutions since 1957
BRAUN~
INTERTEC
~ee;l ,4, f)/e
Special Inspector Daily Report
City of ~___ !.::,k-
Page
j of L---
Report Number:
Project Name:
Project Address:
Client:
Weather:
~ SJ-...uU;)...! l;;:( ~'~
/I..-u.- ~~ ~ ~
. ,
. Date of This Report:
Project No.:
I -~-o~
LC<Jr- ??~f
. Client Project No.:
Temperature:
Inspection Coverage:
[!f Masonry .f2f- Rebar Placement 0 Foundations
o Welding 0 Concrete Placement 0 Fi..\:..l'wofing
o Boltinj?; 0 Tendon Placement 0 Other
Did the architect or engineer authorize changes to city approved plans? Yes 0 (Listed Below) No [2(
Type of Inspection:
o Continuous
..a. Periodic
Description and location of work completed: -Ob ~v-u1
:~ ,~_4'---._-1-f ~ -..:../
~~-L~ (~ ~'" 6,.J. G-~.6. G-r; ~4_ ~..-~. ~z.
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~~~ ~ ~ IE ~..j, ~ A"'~--'- iN 1/u ...u~ <,tc$-. Sins.u..Ut>a/ ~-C~~
I / 1-0 ,
Listtestsperformed: (a,,~ G,4~ ~ /,...~ ~ 2..s-~.r ~ ~ ~ t:.~.uJ-
f htAJ...wJ ' ~."eJ.....A E,?,,'!.~ ~Cl.~ th&J.1I~ n
~'t~....,t.Ac. _~... ~ "" ~"i/ ~". ~ ~~
t!,,,,J.ra.J.- d..-J.. AQrf Jv,...~ h. dn'''-I-
.
Are there any discrepancies noted from this day's observations? Yes ~
Are there any outstanding discrepancies on this project? Yes 0
If yes, see attached Summary Sheet.
7,..u;-J. /0 ~~_
No 0
No g]
,\.V
.
.
To the best of our knowledge, work inspected was done in accordance with the approved plans, specifications and
applicable~anshi,.provisions of the mCIUBC, except as noted above.
Signed: ( /~ f . Date: / -,r "0 ,
Print Full Name: ~""'J ~ ~J,~elc.. LD.Number: II;h~f~
(White copy to Braun Intertec file. Blue copy to General Contractor.)
fnn\specinsp.4 1125/95
/'
A Structural Steel and Precast Special Inspection
Final Report
Early Childhood Center / Westwood Gym
5304 Westwood Drive
Prior Lake, Minnesota
Prepared for
Bossardt Corporation
Project LC-05-03993
May 15,2006
Braun Intertec Corporation
BRAUN
INTERTEC
Braun Intertec Corporation
11001 Hampshire Avenue S
Minneapolis, MN 55438
Phone: 952.995.2000
Fax: 952995.2020
Web: brouninferfec.com
May 15,2006
Project LC-05-03993
Mr. Steve Kilmer
Bossardt Corporation
8585 West 78th Street, Suite 100
Minneapolis, Minnesota 55438
Re: Structural Steel and Precast Special Inspection Procedural and Final Report Submittal
Early Childhood Center/W estwood Gym
5304 Westwood Drive
Prior Lake, Minnesota
Dear Mr. Kilmer:
Please find attached to this procedural report the Structural Steel and Precast Special Inspection Final
Report for the Early Childhood Center/W estwood Gym and the supporting Special Inspection Daily
Reports.
Special Inspection and Testing Procedures
The special inspection services were provided by International Code Council (ICe) certified special
inspectors in accordance with the requirements of Chapter 1700 of the International Building Code (me)
and the project plans and specifications.
The purpose of special inspections is to provide a review of the contractors work designated by the
project structural engineer as needing special inspection under the guidelines of the mc to determine
cvmpliance with the approved construction documents. The special inspector does not have the
responsibility or authority to, nor is it the intent of special inspections to have them, judge, or modify
the construction documents. Only the structural engineer of record can do this.
As the special inspections were completed, a Special Inspection Daily Report was prepared to
slmJJuarize the results of our inspections and testing. Copies of this report were provided to the
contractor's site representative for their review and records. As part of this report, items needing
correction or dis".o;.pancies observed from the approved construction documents were noted. We
also summarized the discrepancies documented in a Discrepancy Log and provided it to the contractor
for their use. As needed, we also contacted the project structural engineer for additional direction and
clarification on specific issues related to the drawings or discrepancies observed.
Plans and Specifications
The plans and project documents available at the site were used for our inspections. From time to time,
we received plan modifications from the structural engineer. When received, these were used to evaluate
the work completed in the field.
Visual Weld Examinations
Visual weld examinations were conducted in general accordance with American Welding Society (A WS)
D1.1-2004, Figure 5.4 and Table 6.1 requirements and the requirements of the project plans and
specifications.
. Providing engineering and environmental solutions since 1957
Bossardt Corporation
Project LC-05-03993
May 15,2006
Page 2
Bolted Connection Observations
Bolted connection observations were conducted to determine if the bolt holes were filled and if the
splined end of the tension-control bolts had separated from the body of the bolt. Removal of the splined
end is a direct indicator the bolt has been torqued to the minimum snap-off load. At connections where
the splined ends were not, or could not be removed, the torque applied to the bolt by the contractor was
determined using a hand-held torque wrench. In addition, each connection was observed for fit-up and to
determine if the various plies were in contact with one another.
Deck Weld Observations
Deck weld observations were conducted in general accordance with A WS D 1.3-1998, Section 6.0
requirements and the requirements of the project plans and specifications. In addition, the location
and the completeness of the side lap fasteners were observed and evaluated.
General
In performing its services, Braun Intertec used that level of care and skill ordinarily exercised by
reputable members of its profession currently practicing in the same locality. No warranty, express
or implied, is made.
Thank you for the opportunity to provide the special inspection and testing services for this project.
After review of the attached Special Inspection Final Report, if you have any questions or require
additional information, please call Pat LaPlante at 952.995.2516 or Marv Denne at 952.995.2510.
Sincerely,
B:;;;;;~da#{ ~
Patrick J. LaPlante
ICC Certified Special Inspector-Structural Steel and Welding
Attachment:
Structural Steel and Precast Special Inspection Final Report
c: Mr. Bob Hutchins, City of Prior Lake Inspections Department
Ms. Katherine Russell, BKBM Engineers
Mr. Robert Sandvick, Braun Intertec
Ms. Lynae Schoen, Wold Architects and Engineers
Spec Inspec-Childhood Ctr & Gym
BRAUN
INTERTEC
Braun Intertec Corporation
11001 Hampshire Avenue S
Minneapolis, MN 55438
Phone: 952.995.2000
Fax: 952.995.2020
Web: brauninterlec.com
Structural Steel and Precast Special Inspection Final Report
Page 1 of2
City of:
Prior Lake. Minnesota
Date:
Mav 15.2006
Attention: Mr. Steve Kilmer
Project:
Earlv Childhood CenterlW estwood Gvm
5304 Westwood Drive
Prior Lake. Minnesota
Braun Intertec Proiect: LC-05-03993
In accordance with Section 1704 of the International Building Code and the agreed upon scope of
services, special inspections and testing has been provided for the following items:
Bolting. The bolted connections detailed in the attached Special Inspection Daily Reports were observed
in general accordance with the requirements of the plans and specifications. Corrections were made as
reauired. There are currentlv no outstandinl! or unresolved bolted connection-related issues.
Structural Welding. The welded connections detailed in the attached Special Inspection Daily Reports
were observed in general accordance with the requirements of the project plans and specifications.
Discrepancies were noted and documented. Following the required corrections or review with the
structural engineer, the connections were found to be acceptable. There are currently no outstanding or
unresolved structural welding-related issues.
The deck welding and side-lap fasteners detailed in the attached Special Inspection Daily Reports were
observed in general accordance with the requirements of the project plans and specifications. There are
currentlv no outstanding or unresolved deckimr-related issues.
Conclusion
Based upon the inspections performed and the attached reports, it is our professional judgment that, to
the best of our knowledge, the inspected work was performed and completed in accordance with the
approved plans, specifications, structural engineer provided modifications and applicable workmanship
provisions of the International Building Code.
Inspecting Firm: Braun Intertec Corporation
I hereby certify that this plan, specification or report was
prepared by me or under my direct supervision and that I am a
duly Lic~~nal Engineer under the laws of the
State ~esota~-~~,
So.,.. " -.
. .
Spec Inspec-Childhood Ctr & Gym
. Providing engineering and environmental solutions since 1957
.
Page (of --'-
SIDRPT
BRAUN
INTERTEC
Special Inspection Daily Report
City of R,o.,.. /-AJ..IL
Report No.: S-fru&./Ar..t sl-~-#- /
Project Name: k.),JuJ..r-h-~hAr{1 ~I...,/Ji-:!
Project Address: S'JOc.( 'A./~11tW~ d prUIL
Client: .$/),t'S4rJ-r ~.....f/J
,
Weather: .(....:_..
I
Date of This Report:
Project No.:
/-j7-o~
L~- O~-D3<J'..l'
Client Project No.:
Temperature:
-'7oir
Type of Inspection:
D' Continuous
If Periodic
Inspection Coverage:
o Masonry
~ Welding & Bolting
o Piles & Piers
o Rebar Placement
o Concrete Placement
o Tendon Placement
o Foundations
o Fireproofing
o Soils
o Special Cases
Did the architect or engineer authorize changes to city approved plans? Yes 0 (listed Below) No 0
Description and location of work completed: vtPtu.r Lwe/ It~Q,......o ~. ~ / 13 -I; 1_ I 4)
.. . ", /
hi&4.. (J/,)? ~ /)II~ ~?fLd? P~-k' 4/~ ~ :J:/Of'''2- ~dr~.1/
, I ,. . I
- f'oID d~c~~ 1/f-.,k.,J{ nrcfl1 .I,..Z- "Ilr 8 tBI'I1 rI~,'/ (iI) ~u...Y ~ef -...vb cliLrwp.
.;t) -t4..J":"6"'l ~6~ ~ ,A--J2r 6,?/~ tfb"'.,.J'h::~r>~!" -.~ ~?r-rt'~~c, "l>~'
3) ~~.,... -h> 6'.,.r~~ .p6/~ .(!/h~ ~&I c?d"',,~O""
E',(,I/a-hru. rI~ 1:Jll~~ c.r~~.t;~ I) ta r S- f r-. 'I' .IJ I~I tAI~d
Lt,,- ~ t 8m r;)C deI-, I'" - M:l d." C ~ ~I-d,
r - , ;'
- /Vo d.'Sc'Y~c-w Vhal-c/
/
(7 (l M.Al..e-I. "0.".. S"
list tests performed:
. Are there any discrepancies noted from this day's observations?
. Are there any outstanding discrepancies on this project?
. If yes, see attached Summary Sheet.
Yes 0
Yes 0
No [{
No 0'
To the best of our knowledge, work inspected was done in accordance with the approved plans, specifications and applicable
workmanship provisions of the current IBC/UBC, except as noted above.
Signed: ~ ~~
Print Full Name: Le.... t/4f
Date: (.- d 7- 0 6
1.0. No.: OJ?7.,{ Vf/,:}.-c9..s
White copy to Broun Intertec file. Blue copy to Project Site Representative.
. ProWling engineering and environmental solutions since 1957
BRAUN
INTERTEC
Page 'of '
- -
SIDRPT
Special Inspection Daily Report
Report No.:
City of ~:or (r,..l4,
s ~ \u~ ~ ~ ko \ .. ;). Dote of This Report:
~.c:..~~~M""! &,.1\ <:.'^: \clL..,~ Project No.:
S"lo~ ~ ~~..w
5\R<<tl"ll+ ~Iient Project No.:
~ ""^""> Temperature:
Project Name:
Project Address:
Client:
Weather:
Type of Inspection:
o Continuous
J6 Periodic
Inspection Coverage:
o Masonry
~ Welding & Bolting
o Piles & Piers
o Rebar Placement
o Concrete Placement
o Tendon Placement
~.-,;l ) "..> Co
LC-OS' -039<1j
3t)\)P
o Foundations
o Fireproofing
o Soils
o Special Cases
Did the architect or engineer authorize changes to city approved plans? Yes 0 (listed Below) No 0
~'^^- ~\.l\o..t ~~~
( -( ~ - ~ t) c:!. \..~ t.V'eftr..'W.. ~ '" ~ ~ "
~ \k o.J-- ee,^-~o~~ ~loo"""
+0 ffLl ~ ~~\.~~ o.~
~,.~ IN'' B Ie a ""'- ) - N ~
D(l)iPtion and location of work completed:
f f't.t6-(. +- P ltA"'-~
Q
VYfr 1~
A s). c- 3.,t, \\
G:.~ E- H
<;h~"V\ ~(~
J.,~~
E Vv..~
G';-~ R,....~
~
~, I~-
(J)~l
!:'-, ~ por
( ~ol )- ).)-~(...
^\}~
\
~~,.^--
list tests performed:
oj-
~ g~&M (2"'~\YVlf1i'$
No ~ ~
No ~ ~ 10 ~I"OO~\'t~ ~ rue.!
""t\~ ~ SS"f~-~ns
To the best of our knowledge, work inspected was done in a...w.Jance with the approved plans, specifications and applicable
workmanship provisions of the current IBC/UBC. except as noted above_
. Are there any discrepancies noted from this doy's observations?
. Are there any outstanding discrepancies on this project?
. If yes, see attached Summary Sheet.
Yes 0
Yes 0
Signed:
.~t)~
Df\.\A.,J\ ~,.{'\~
1.0. No.:
Date:
Print Full Name:
.2,-)..)..0"
lo$\l e t~..&..
Whffe copy to Braun Interfec file. Blue copy to Project Sffe Representative.
. ProtIiding ~ and environmental solutions since 1957
Page \ of -L
SIDRPT
BRAUN
INTERTEC
Special Inspection Daily Report
City of t} ~ D r LGl~
Report No.: <; ~~l c;~ \.JA .s Date oflhis R""t'~.1.
Project Nome: \<'\AJo".~o,1e... /€cvl\ ~ k: \dlt~ Project No.:
Project Address: ~~.:>\l (~ hA.'\~ D~~
Client: ~~(!Q,..c:.H' Client Project No.:
Weather: pc .. Temperature:
'?-~--C)t::.
, _t' - 0, - ():t 9 q~
;2R- OF'
Type of Inspection:
o Continuous
~Periodic
Inspection Coverage:
o Masonry
-&rwelding & Bolting
o Piles & Piers
o Rebar Placement
o Concrete Placement
o Tendon Placement
o Foundations
o Fireproofing
o Soils
o Special Cases
Did the architect or engineer authorize changes to city approved plans? Yes 0 (listed Below) No 0
DeQjiPtion and location of work completed:
gCDf ..1>,"~ t ?",,, \.\0+
ROij~
~~+
~~t
<;1..'1)....
S /r ?).
Nv
~l~~
Ci.-"",J. G .... ~
r
of b~ ~ A~~k~h^ 10..,.)
II: ~ ~ A-~ ~ '-~ '- "'O.'\~-
.-"t" kY1.. J
J '- 't v'VJ~
list tests performed:
. Are there any discrepancies noted from this day's observations?
. Are there any oufstanding discrepancies on this project?
. If yes, see attached Summary Sheet.
Yes 0
Yes 0
Noe
No~
To the best of our knowledge, work inspected was done in accordance with the approved plans, specifications and applicable
workmanship provisions of the current IBCNBC, except as noted above.
~
Print Full Name: ~~\ fA..,~'
Dote:
3'-~""0~
tO~Ot~n,
Signed:
I.D.No.:
White copy to Braun 'ntertec file. Blue copy to Proiect Site Representative.
. Providing engineering and en,,;.v. ....ental solutions since 1957
BRAUN
INTERTEC
Report No.:
Project Nome:
Project Address:
Client:
Weather:
Type of Inspection:
o Continuous
~ Periodic
Page of
SIDRPT
Special Inspection Daily Report
City of P {':-Or Lt\;14
S ~\-v-u. ( ~ \ -*'f Dote of This Report:
k,~~CU'Je.. / €A.rl~ L l~ ld~roiect No.:
3,..lc.I,0l,
l.,c. - 0$:- o3Wg
~SUrJ+
dient Project No.:
Tem,. ....JJre:
Inspection Coverage:
o Masonry
Ja. Welding & Bolting
o Piles & Piers
o Rebar Placement
o Concrete Placement
o Tendon Placement
o Foundotions
o Fireproofing
o Soils
o Special Cases
Did the architect or engineer authorize changes to city approved plans? Yes 0 (listed Below) No 0
DGlriPtion and location of work completed:
f>tec.,...,\ + f(o..v..t:. ~160r
a.-t ~~O\)~ t=/ee./ G,~~ ~
/:" I\Jv J~~\..J~,,^~ ^,~\{cl
'-...!::;I A "3 \ \
r~)...S ~'" T~'\~__ l.\.")~~\
G;,~
A... 1:" 1-\ \
~\\~\~ ~
Lpt te!:f!: pArformed: ~ IOOCJ2
. Are there any discreponcies noted from this day's observations?
. Are there any outstanding discrepancies on this project?
. If yes, see attached Summary Sheet.
~
~
~r\
e:?~~4 f\l~
/:..-1-/ s>-;-
~'-~-S
'- s-I
&~\ ,~~\~
tU\)
~ l n 0.:\-
~,"\\n!~:U
~~~ ~f
^'-\~ ~".f+
Bo \ t\
<!.. q -
Or~
,. ~"" c.c.-.~ fla-k he
::toQ \ \~,~ "~(,. "" h~_ ~~.
I
~
t
~~ c;,.~
~c-~ ~ '^-~, vrll8--
~~\
'0 c.~'\).....
e.~ ~-"5"-oc;.
Yes lEa
Yes l?I
No 0
No 0
~
'"fk~\ ~oA.. ....
o...~
To the best of our knowledge, work inspected was done in accordance with the approved plans, specifications and applicable
workmanship provisions of the current IBC/UBC, except as noted above.
Signed: ~) ')
Print Full Name: t()..')l..~ Pi (v~_
3-l'{,.O~
"oSVO~S-~
Date:
1.0. No.:
White capy to Braun 'ntertec fi'e. Blue copy to Project Site Representative.
. ProWling engineering and environmental solutions since 1957
Page of
SIDRPT
BRAUN
INTERTEC
Special Inspection Daily Report
City of t> ~o, l~~
Report No.: S~~\u.'f"fA \. <. ~ \ ..-s Date of This Report: --3 ~ IS"',. O\n
Project Name: ~J.n.. /g-OJI~ <:.k~ ld~~ Proiect No.: Lc.... o~'3qq~
Project Address:
Client: &~C!G r d~ Client Project No.:
Weather: Tem.. .... '"'.,Jre:
Type of Inspection:
D Continuous
ftJ Periodic
Inspection Coverage:
o Masonry
tI Welding & Bolting
o Piles & Piers
o Rebor Placement
o Concrete Placement
o Tendon Placement
o Foundations
o Fireproofing
o Soils
o Special Cases
Did the architect or engineer authorize changes to city approved plans? Yes 0 (listed Below) No 0
C::)criPtion and location of work completed:
[),"')n~.. J.,-,("",~,-,,-
~ 3'\ l
L~ A ~~( ~\.l t..,^-,..~
~ :\~
@~
&.r
7- t\
tit.....
~nrt.. c.t 3-1 'I ~\)(...
(~ \.r.., \. 8() \ h: a..+
^)o d.......<;u,-e~lI i ,'\ ro..J...z.,.,t.
~~ 4.\)(2.1 c,.,r.. ~
~ d\\~~-;"'I'
G...: ~ ~ C\
~\
~t-
Ce~\
^~ ~ t..()~loW -
{:' '\. \..\n"\- ~\.c\ ~ o..+-
l)). 7;.;
~:),\ ~.. ~,;)_\~ -
AI"" .l:
~~.
liv. lode:: p~rtnr""""~di- ~'-~~ ?~A~ ~\.~ ~ ~:cl.o l~ ~\~
~,\ V<;~, ~ ~" ROJ)C d~ ..;:),~ ~,t~ ,c;~
n_ I.
c::;~ \ ~~\-a J\ ..
. Are there any discrepancies noted from this days observations?
. Are there any outstanding discrepancies on this project?
. If yes, see attached Summary Sheet.
Yes 0
Yes 0
No S
No [2J
To the best of our knowledge, work inspected was done in accordance with the approved plans, specifications an~ applicable
workmanship provisions of the current IBefUBC, except as noted above. .
Signed:
~
~ Q.{() '"~
Dote:
3-~dr-.
(a~ 09 ,-&,..
Print Full Name:
I.D.No.:
White copy to Broun 'ntertec file. Blue copy to Pra;ect Site Representative.
. ProWling engineering and environmental solutions since 1957
Page \ of~
SIDRPT
BRAUN
INTERTEC
Special Inspection Daily Report
Report No.:
Project Nome:
Project Address:
Client:
Weather:
City of
5~\u. ,.",\,k,g,\ "t:,
k~~ 7EwI'r
~:Q.r
l~'4
Dale of This Report:
C-'^~ \~l.~Project No.:
1-;lo"oc.o
L.C -OS'''' o~q~
6QC;~()r1. t-
pu
Client Project No.:
Temperature:
l'J..~
Type of Inspection:
D Continuous
fa Periodic
.
Inspection Coverage:
o Masonry
~ Welding & Bolting
o Piles & Piers
o Rebar Placement
o Concrete Placement
o Tendon Placement
o Foundations
o Fireproofing
o Soils
o Special Cases
Did the architect or engineer authorize changes to city approved plans? Yes 0 (listed Below) No 0
De~tion and location of work completed:
, P uAci.\o. ~\<\s
~"'^
J\ o).&~
~r ~.,..
A-T I" 7
ro\~ '~j !
I iff t...,t" p?rlMrn..A: .(c.
N~~ l...
l
Q~
Ra)-C-
(Nok ~ ~
,c \.~(f\- ~~, qj-
~O ct\..\~'W~\
1~
Jp~,
~
I
~
I(o~f-~
1\ ~b.f
~~knPr~ ~+--
h2..1~ .- NO d\. ~c.r'(J~ ~t~l
C;-"'h~ ~ ~ )," II . __ c:- 1 ~k.<. )
"
Gr~ d
Q
Qtl.Q~t- "toN
G ...~ 6. e ~;z..
tN'Jrr~ ~..\ ~7<~. It
-* G~~ E S,'-/. o..w! IE. '.1
,,",l:)+--- U>MD ea'Rfl
.
f'r OJ.. ~.23~
o...~.~J
fo ~~ tfr- &~'lJ_
ok s.t:5~
. Are there any discrepancies noted from this day's observations?
. Are there any outstanding discrepancies on this project?
. If yes, see attached Summary Sheef.
No 0
No 0
""-'-\ ~r'"
To the best of our knowledge, work inspected was done in accordance with the approved plans, specifications and applicable
workmanship provisions of the current IBC/UBC, except as noted above.
~
~~\ p~
Signed:
Date:
~-J.o~o\o
l~S\{ OClS-ib
Print Full Nome:
J.D. No.:
White copy to Braun 'nfertec file. Blue copy to Project Site Representative.
. ProWling engineering and environmental solutions since 1957
Page ~f )..
SIDRPT2
BRAUN
I NTE RTEC
Continuation of Special Inspection Daily Report
City of p", or L<>..~
Report No.: C::;~~Nt.l ~ kP \ ~~
Project Name: \{~f9W k''''' B.v~( r~ \c:L~
Note:
Dale of This Report:
Project No.:
~-2o"O'ta
L<:.....o(',.o~
This is a continuation of a report. The first page of this report has inf". ,
continuation)
( (;,,'. ~ C;:, If )
oj
":Jon which shou'd not be seporated from this
~
~ ~o\~'"
(~...~ ~ " ') )
./
b ffl'-l...rp~/l
d~~
Th
....
\~
~Q. '\,..Y\..\ ^.
..)
r'O ~ ... Q......::;,eJ
l \ """, ~J
~ ~_ t;€ e..
7 M F",~
(] a.l", \ c;. .c, ~\c\,,'V(' t.
..l
4l- G ,,:. c. G...J: .1 RQo~
t":"'\ CJt-V\ ~l \ w.C'
~ o,,~ t-
10
~
4_, t\...o
/' .
s~,.
~o(' j~ i~Vh~ L0 '""" See; \(l,J. + ... fD/~ o~
tA."';x... ~ lV\
-+k. ~ t /: \ kcl. ~.. ~rf" /-Ie ~~\\
. ~Ct'()? l!l.'W \0 t O,^-
.
~ \\'0\10 \J~ W,,,^ ~ ~1;-W!.h...G'- ( t.1'1c. I~ ~t- i3 ~ g"", ,...
Cl1r tN~
,
To the best of our knowledge, work inspected was done in accordance with the approved plans. specifications and applicable
workmanship pr visions of the current IBC/UBC, except os noted above.
Signed:
Dote:
1..lo,. \)~
{osrlei'r~
Print Full Nome:
\ ~,b~
1.0. No:
White copy to Braun 'ntertec file. Blue copy to Pro;ect Site Repres., . L Jive.
. Providing mgineering and environmental solutions since 1957
Page of
SIDRPT
BRAUN
INTERTEC
Special Inspection Daily Report
City of 'Yr'.or hte.
~\.~\ ~ ? , . Dale of This Report:
- Ir \ f" i-\\i A
Project Name: '.w\.ery~ I~ Project No.:
Project Address:
Client: ~!AGrl ~
Weather: O'lWCA-,y
Report No.:
~~o~
u:. oS O.::',q ,~
Client Project No.:
Temperature:
350F
Type of Inspection:
o C~ous
~riodic
Inspection Coverage:
o Mas
elding & Bolting
o Piles & Piers
o Rebar Placement
o Concrete Placement
o Tendon Placement
o Foundations
o Fireproofing
o Soils
o Special Cases
Did the architect or engineer authorize changes to city approved plans? Yes 0 (Listed Below) No 0
Description and location of work completed:
~ O~~.....J If'oQ6r r 4&)~a .c"'t>!"eu~ Or.l~ I\:I 5 - \)f _
~I . I I
j-~ '-S~ Ld6I ,.co"" 'D'(~. tk.J&.:u~""e& JiSteJ.
i) O\''IIc!Necl ~~ btfUs. ftJ6C L".t ,,:J It--r.. ~-JI ~-r.. 1.5. -:t:"+ -~
~eal'~: .,.~ ~pil~ ~ ,-eM4'''.;'' u.J.1~ ~o~.r JL.. ~~- ( ~
~ b~~J. .mJ eo ..u~ &~J. erL.-A\';M_ ~~ ~-
e>)llb~uqd rle~ "'\. ,,;1.~ ES.2 E~l E 1..7 C~ ~~T
List tests performed: bBiY;"'1. A\\ ww'K e.ftJIo\rJ~.,. a.l-\~< ~
. Are there any discrepancies noted from this day's observations?
. Are there any outstanding discrepancies on this project?
. If yes, see attached Summary Sheet.
Yes 0
Yt::>~ ;/
N~
No. 0
To the best of our knowledge, work inspected was done in accordance with the approved plans, specifications and applicable
workmanship provisions of the current IBC/UBC, except as noted above.
Signed:~~
Print Full Name~Y~ ~ ..~,.d..
Date:
s_~~.(\~
~I/
f
1.0. No.:
White copy to Braun 'nteffee fi'e. B'ue copy to Pro;ed Site Representative.
. ProWling engineering and e7U.;.~.....en!l11 SOlulions since 1957
Page of
SIDRPT
BRAUN
INTERTEC
Special Inspection Daily Report
City of _1h~r LtJ.. '(a
Report No.: ~\.ee\ & e
Project Name: ~syLl~J.a.l / E t"'~ C),:JJ/-L
Project Address:
Client: ~..5tlr..l.l
Weather: ~
Date of This Report:
Project No.:
4. ~ 1)~
1 r~ O-~ ~.aqCl.3
Client Project No.:
Temperature:
_~trF
Type of Inspection:
o C~us
~riodic
Inspection Coverage:
p Mas~'
~ing & Bolting
o Piles & Piers
o Rebar Placement
D Concrete Placement
o Tendon Placement
o Foundations
D Fireproofing
o Soils
o Special Cases
Did the architect or engineer authorize changes to city approved plans? Yes D (listed Below) No D
Description and location of work completed:
~ Ob~l rnoUe.'t pa.l~ \Alel!~ tJr.)A ~;l~p \4!..le~_
\?M- j~I~T C:Y&~ ve.l:""1 ~ G..:r. I.. S. I/. JI'5.c.~IOtJ#)C.;~6 AI#J.aJ..
z) .D~~: 'V..~u,44-~ bt'4c..e. Ct'MW.:o, G lie-I, w e.-~ r J E -II S-- '-B.
l,!oU-~'<< $ lW~cl
AI.
list tests performed:
. Are there any discrepancies noted from this day's observations?
· Are there any outstanding discrepancies on this project?
· If yes, see attached Summary Sheet.
Yes D
Yes D
~
No 0
To the best of our knowledge, work inspected was done in accordance with the approved plans, specifications and applicable
workmanship provisions of the current IBC/UBC, except os noted above.
Si9~:~~~'~ v _~
Print Full Name:. ~tlek' ~ 1~~
Date:
~()l.
1.0. No.:
-:r tMtJfI
White copy to Broun Intertec file. Blue copy to Pro;ect Site Representative.
. Protliding engineering and environmental solutions since 1957
Page of
BRAUN
INTERTEC
SIDRPT
Special Inspedion Daily Report
City of ~
RepOrt No.: ~~ee\ :t: q
Project Nome: _l(:~~~ ClllLL
Project Address:
dient: ~~'ar~
Weather: C~ \~nr
Dote of This R<-r_.i:
Project No.:
lJ.~
Lr (') ~ ~ ~qq.~
Client Project No.:
Temperature:
7()r
Type of Inspection:
o Continuous
e Periodic
Inspection Coverage:
o Masonry
~ Welding & Bolting
b Piles & Piers
o Rebor Placement
o Concrete Placement
o Tendon Placement
o Foundations
o Fireproofing
o Soils
o Special Cases
Did the architect or engineer authorize changes to city approved plans? Yes 0 (listed Below) No 0
Description and location of work completed: r-p~1llLl.~e. ~lM.f~1 ,,-+...e.I E.. ~ S. 7.
~ o'b~"N)UU~ brae.'~7 (\~) bctrjcill., G\\l,"~ ~", ~QN~~ ew.bl
J>>L.h.~ee~"t,ll\.. ~~ tbJA. ~ul~~ ~~t.ters. Ii Ja~cJ~t.:e!!r. ~b~
'~ar ~~f.)~ C!.lllt.)"M'~QUO~ ~ ,~~ M,. ~u. ~;c.k.er ~C.1..le 'oloc.~ ~t ;~
u.p ~ .1k t"~r de~~ 'oelir5.. &1,) +le \Al1i~. tAI~. ~~"', l' ~ '!'.P.UJA)I~~ 7 I
~t.eJ h\ ~r.\. *fp uW ~.~ *h:~ l. Q.. 4U~p~'>>~
~&J. . f J., Wd\\ ~~ \;'eCl.) u.c;\\~ ~c. ~ dc& ;~ \::te.r;"'6.
,
List tests performed:
. Are there any discrepancies noted from this day's observations?
. Are there any outstanding discrepancies on this project?
. If yes, see attached Summary Sheet.
Yes 0
Yes 0
No~
N?
To the best of our knowledge, work inspected was done in accordance with the approved plans, specifications and applicable
workmanship provisions of the current IBC/UBC. except as noted above.
Signed:~-;/ J?~ .
Print Full Nome: ~r;ek. ~l>Id L.
Date:
~
't9.O""
I.D.No.:
White copy to Braun Intertec file. Blue copy to Project Site Representative.
. Providing engineering and em:. ,".....ental solutions since 1957
Page _
lI'Il,AUN
I.NTERIEC
SODIS
Rev 6/04
Summary of Special Inspection Discrepancies
Project Name:
Project Address:
Items Needing Correction or Review by the Design Engineer or Architect
K,vdo.,~". ~ / G.r/~ c~ l<lk-a:J
<; ""'\At h.. .ro.l c; ~ ,
The following items must be reviewed and approved by the engineer and/or corrected and/or re-inspected before work can
continue in the area.
Dally
Report
No.
Report
Date
Date
Corrededl
Observed by
+ l:.r..! E S,'l, ~,>\- ~\.~ "'$ co~t4.":rI C~Ie.~ ~<<
j, ~ ~ - 1'1 n~ s...b,.c',l\.1s
f' ~c t:: ~.4 ~ "',:) r~\T A"':f~ ~r.f 3.23.~
+0 erJ..- tR- ~ ~ -b ~ Q)~ ~ "ICBM.
Description
Resolution to
Discrepancy
Status
ole
~
--I c;' ~cl C! ~ "'I 3
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· Providing engineering and environmental solutions since 1957
BKBM ~
ENG~..... ~
I1J 0011003
5930 Brooklyn Boulevard
Minneapolis. MN 55429-2518
(763) 843-0420 Fax: (763) 843-0421
E-mail: bkbm@bkbmcom
/06 11:43 FAX 763 843 0421
BKBB ENGIH~nS
MEMORANDUM
TO:
Lynae Schoen - Wold
COPY:
Josh Ripplinger - Wold
Joe Yerbieh - Bossardt (952-440" 1362)
Katherine Russell - BKBM
FROM:
DATE:
Matt Ricker
March 20, 2006
PROJEer: Prior Lake - New KindergartenlEarly Childhood Center and Westwood Gym Add'n
BKBM Project Numbers: 05306.00/05307.00
RE: Revision to Section 22/S2.1) and beam bearing issue
The following are in response to an email sent by Peter Widvey of Bossardt to Katherine Russell of
BKBM eartier today (see attachment).
At the bar joist nol1h of the elevator shaft, revise section 2'11S2.11 as shown on the attached sk~tch.
At the two W8xlO beams near grids 1-5 and 1-7, provide anHSS5x2YzX~xO'-6" long tube (LSH)
between the bearing plate and the beam bottom flange. Position the tube so that the 5" and 6"
dimensions are oriented north-south and east-west, respectively. Weld the beam to the tube per
I/S3.11 and weld three sides of the tube to the bearing plate.
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BKBU ENGINEERS
An Equal Opportunity Employer
,106 11:43 FAX 763 843 0421
BKBlI ENGINEERS
~002/003
KatIe Russell
From:
Sent
To:
Cc::
Subject:
Peter WidYey (pwidvey@bossardtcom)
Monday. March 20. 2006 6:35 AM
Katie
Joe Yerbich
Bar Joist North of Elevator Shaft
~.
~
PIcture 00l.jpg Pk1:ure 002.jpg
(674 KB) (6671CB)
At the bar joist North of the elevator shaft the length of the joist is 19'-9]/4" the
wall-to-wall dimension is 19'-8". Picture #1 shows the elevation of the bar joist, picture #2 shows the barjoist
4112" shOl1 of the angle on the penthouse precast. (Ref"au.uce attached pictures 1 &
2) Please advise on how to proceed!
Also "2" W8x 1 0 beams on grids 5 & 7 bearing on the wall along grid "In
the mason installed the bearing plates 2112" to low. Is it acceptable to use 2112" tube steel to get them up to the.
right height? Please Advise!
1
~003/003
DImH ENGIlI~_S
106 11:43 FAX 763 843 0421
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E-mail: bkbm@bkbm.com
LE.ll ~R OF TRANSMlTT AL
TO:
Lynae Schoen
Wold Architects and Engineers
305 St. Peter Street
St. Paul, MN 55102
(651) 227w7773
Fax (651) 223-5646
FROM:
Katherine Russell
@
DATE:
December 21. 2005
PROJECt:
Prior Lake New Kindergarten I Early Childhood Center
PROJECT NO.: 05306.00
Weare sending:
COPIES DATED
12121/05
DESCRIPTION
Fix for footing 4' ~ lOW' north of grid H near 1
X Attached
Under Separate Cover
Via:
Msgr. Direct. R .
Best Way
X Fax: 2_Page
REMARKS:
The following items:
Please see the attached sketch confinning a phone conversation
that I had with Joe earlier today. Thanks, Katie
Tracings
Specifications
Shop Drawings
X Copy of Drawings
Letter
Other
COPY:
Bossardt Site Fax - (952) 440-1362
Matt Ricker, BKBM
File
These are transmitted:
For Au.:" !al
As Requested
For Review and Comment
X ForYourUse
No Exception Taken
Make Corrections Noted
Revise and Resubmit
Submit Specified Item
T:\Mastcr-F... J.:" ~smll.doc
BKBM ENGINEERS
An Equal Opportunity Employer
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BKBM ENGINEERS
IlJ 002/002
B VB M - ~ 5930 BROOKLYN BOULEVARD SHEET NO, J:1A'\?--l- l'Z - 2\
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MErvIOR^NDUM.
VIA FAX
DATE:
January 24, 2006
TO:
Steve Prokopiuk, Five Star Welding
Eric Lindberg, Gephart Eloctric
George Polusny, Gresser Companies, Inc.
Dan Kreye, High Five Erectors
Dan Molin, Molin Concrete Products
FROM:
Duane Warren, Project Manager
RE:
NE\V KINDERGARTEN I EARLY CHILDH.OOD CENTER &
WE$T\VOOD GYl\1
PROPOSAL REQUEST NUMBER 015
Please find enclosed Proposal Request (PR) Number 015, dated January 23, 2006 as issued by
Wold Architects and Engineers for work on the above referenced project.
Please review this PR for revisions to your contracted work and provide us a writt.en response to
this request by .Tanuarv 27.2006. If there is a cost impact you must respond to each item
separately with a detailed labor and materials breakdown. If there is no cost impact, indicate this
10 your response.
We will assume there is no cost impact to your contract for the revisions contained in this RFP if
pricing is not received by the stipulated date.
This is !!Q! an authorization to proceed with this work. Bossardt Corporation will contact your
fiml with an authorization to proceed after your response has been reviewed and approved by the
Project Team.
Please contact our office with any questions you may have regarding this PR.
DW:dw
Enclosure:
PR015 - 3 pages
cc:
Bob Hutchins, PLCH
Joe Yerbich, BC w/enclosure
File: 0503.02.636, w/enclosure
F:\2005\0503-02\6CONT ADMI3CBG&REQ\PR\PRO 15 .~.oc
8585 ww 78" SIma. Suite 100 . Min,rlt~apllli". ,\-iN 55439.1094 . (952) 831-.$408 · (SOD) 29070119 · Fcl.;( (952) 831.1268 .1r'ibsICr.
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SUBMIT AJ'f rI1Illll2.nI> (LAJlOl AJ'olD MATliJUAL) QUOTATION va'll THE PROPOSED
MODlrlCATIONS TO Ttfll CONTRACT oOCUMUHS ,.S DE5C:RIBtO HrJUjl."~ wITHIN 21
DAYS OP IlICIIWl". 11' A COST IS NOT ~UllM,riJ:D wlTlUN ..I DAYS, TfilS PilOPOSAL
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DATI:: J(Jnuar~ 23. 2006
WOLD I\IICl-I1UlCli mo CNCr.'liW
lOS n. PET'SIl STP.llliT
ST. PAUL. ~"l ~S102
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WOLD ARCHITECTS AND ENGINEERS
S'\1:>OT~.W(~RECE YED TIME JAN,24, 2: 26P1tCtB"V2)i".'Wl>"O'<I'Jl><;''''
t'/Z 'd 8LL 'ON d~O~) 10~VSS08 ~'~dSS:8 900Z 'VL:'IH['
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eNQ,NEERS ~
.---=-=
5930 Brooklyn BOIJlevard
Minneapolis. MN 5542.9~2518
(763) 643-0420 Fax: (763) 643-04::
E~mail: bkbm@bkbm.com
MEMORANDU1.\1
TO:
L)'ua.c: Schoen- Wold
COPY:
GOTdon VanHoutan- Wold
Katherine RusseIl- BKBM
FROM:
Matt Ricker
DATE:
January 17, 2006
PRomCT: Prior Lake _ New Kindergarten/Early Childhood Center and Westwood Gym Add'n
BKBM Project Nwnbers: 05306.00/05307.00
RE: Proposal request for revised joist bearing condition at elevator (Response to RFI 034)
On sheet S 1.31, revise the section cut on the north side of the elevator (near grid E-5) to be
221S2.11~ in lieu of25A1S2.12. Add section 22/82.11 as shown on the attached R9/S2.11 (issued
this proposal request).
Y:\05306\oorrc~PQndcn~"mo~\schoon (0117 06).doc
BKBM ENGINEERS
An Equal Opportunity Employer
RECEIVED Tlt'llE JAN. 24, 2:26PM
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01/16/06 11:33 FAX 763 843 0421
BKB! ENGINEERS
BKBM~
ENOINl:lcnoit ~
~OO1l001
5930 Brooklyn Boulevard
Minneapolis, MN 55429~2518
(763) 843-0420 Fax: (763) 843-0421
E--mail: bkbm@bkbm.com
MEMORANDUM
TO:
COPY:
Lynae Schoen - Wold
Gordon VanHoutan - Wold
Matt Ricker.:;;. BKBM
Joe Yerdich- Bossardt (952) 440-1362
Katherine Russell, P .E. ~
January 16, 2006
FROM:
DATE:
PROJECT: Prior Lake - New Kindergarten/Early Childhood Center and Westwood Gym Add'n
BKBM Project Numbers: 05306.00/05307.00
RE: Field issues noted by the building official
BKBM was contacted by Tom of Braun Intertec, via the phone, regarding the following two field
conditions and was given the following information:
I. The continuous bond beam around the elevator shaft was stopped at the beam bearing
conditions. This is acceptable with BKBM since we are not counting on the elevator shaft as our
main lateral system.
2. The eMU fOWldation wall along the curved wall along the South West comer of the building
was laid up in stack bond configuration in lieu of running bond due to the tight radius. This is
acceptable provided horizontal reinforcing is pJ'Ovided at 16" on center vertically and that tbe
bond beam at the top of the wall below the glazing or steel studs is continuous.
F:\OS\OS30G'..... .~pondalcc'lIIcmos\sdtoc:n (01 16 06).da:
BKBM ENGINEERS
An Equal Opportunity Employer
s;--IIOj
BRAU.N
INTERTEC
Letter of Transmittal
Client: Bossardt Corporation
Date: May 15, 2006
Braun Intertec Project No: LC-05-03993
Transmittal No: 33
Braun Intertec Corporation
2831 Larson Street
LaCrosse, WI 54603-1814
To: Bob Hutchins
Prior Lake City Hall
16200 Eagle Creek Ave. S.E
Prior Lake, MN 55372
Phone: 952-447-9810
Fax: 952-447-4245
Re: Early Childhood Center/Westwood Gym, Multiple Locations, Prior Lake, MN
This Transmittal is being Sent:
For your approval
As requested
X For your records
For review
I Information Sent
Concrete Tests
I Copies I Reference Numbers
I Set Numbers 52 thru 55
I Comments/Clarification
28-day results
I Transmittal List
Katherine Russell, BKBM Engineers
Duane Warren, Bossardt Corporation
Joe Yerbich, Bossardt Corporation
Kevin David, Gresser Concrete & Masonry
Dan Mehleis, Independent School District # 719
Bob Hutchins, Prior Lake City Hall
Lynae Schoen, Wold Architects and Engineers
I Information Sent
Concrete Tests (1)
Concrete Tests (I)
Concrete Tests (I)
Concrete Tests (I)
Concrete Tests (I)
Concrete Tests (1)
Concrete Tests (1)
Sent By:
Phone:
Rhonda R Mosher
(608) 781-7277
Rev. 8/6/04
Providing engineering and environmental solutions since 1957
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder'
Report Date: 5/15/06
Work Order: 6003623
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street, Suite 100
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood CenterlW estwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. eF): (ASTM C 1064)
Air Temp. eF):
Liquid Added On Site:
Pour Location:
53 Mix Design:
4/7/06 Supplier:
7:53 am Specified Air (%):
4/1 0/06 Specified Strength (psi):
6 1/4 Truck Number:
2.0 Ticket Number:
66 Cylinders per Set:
50 Cylinders Cast By:
1 GAL HRWRA-High Range Water Reducing Admixture (per 10 cu. yds.)
Building Interior, Precast Topping, Early Childhood Center, Upper Floor, Grids A to E and 1 to 5
4097F
Cemstone
Not Required
3000
719
1362837
4
Kollmann, Kaleb
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code( s)
53-1 3 4 7 83680 6.00 28.27 2,960 D N B2
53-2 3 25 28 125650 6.00 28.27 4,440 D N E1
53-3 3 25 28 124920 6.00 28.27 4,420 B N El
* Capping Method: N = ASTM C1231, Unbonded Caps S = ASTM C617, Sulfur Caps
Break Remarks: B2
The 7 day test result projects that the specified strength will likely be met at 28 days according to a typical
age-strength relationship.
The average 28 day test result meets or exceeds the specified strength.
El
TYPES OF FRACTURE
X^^/ -~
ABC 0 E
Col'l.. Cone Cone StieG, Coklmna,
8; 8;
Spilt Shear
~M~d
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6xl2 Cylinder
Report Date: 5/15/06
Work Order: 6003696
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street, Suite 100
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. COF): (ASTM C 1064)
Air Temp. (OF):
Liquid Added On Site:
Pour Location:
54
4/10/06
8:10 am
4/1 1/06
5
2.5
66
55
o GAL Water (per 9 cu. yds.)
Building Interior, Precast Topping, Early Childhood Center, Upper Floor, Grids G to I and 6.8 to 9
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set:
Cylinders Cast By:
4097F
Cemstone
Not Required
3000
738
4
Kollmann, Kaleb
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code( s)
54-0 I I 6 7 100250 6.00 28.27 3,550 C N D2
54-02 I 27 28 135700 5.99 28.18 4,820 D N EI
54-03 I 27 28 139730 5.99 28.18 4,960 D N El
* Capping Method: N = ASTM C1231, Unhonded Caps S = ASTM C617, Sulfur Caps
Break Remarks: D2 The 7 day test result meets or exceeds the 28 day specified strength.
E I The average 28 day test result meets or exceeds the specified strength.
TYPES OF FRACTURE
X ^~/ ___
ABC 0 E
Cone Cone Cone Shear COfumnElr
&; &
SpIlt Shear
11~~~
BRAUN
tNTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6xl2 Cylinder
Report Date: 5/15/06
Work Order: 6003743
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street, Suite 100
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. eF):
Liquid Added On Site:
Pour Location:
55
4/11/06
7:50 am
4/12/06
4 3/4
2.7
72
55
o GAL Water (per 10 cu. yds.)
Building Interior, Precast Topping, Early Childhood Center, Upper Floor, Grids E to I and 1 to 6.8
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set:
Cylinders Cast By:
4097F
Cemstone
Not Required
3000
738
4
Kollmann, Kaleb
Compression Test Results
Field Lab Test MID" Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code(s)
55-1 1 6 7 96350 6.00 28.27 3,410 B N D2
55-2 I 27 28 124040 5.98 28.09 4,420 D N El
55-3 I 27 28 129000 5.98 28.09 4,590 D N El
* Capping Method: N = ASTM C 1231, Unhanded Caps S = ASTM C617, Sulfur Caps
Break Remarks: D2
EI
The 7 day test result meets or exceeds the 28 day specified strength.
The average 28 day test result meets or exceeds the specified strength.
TYPES OF FRACTURE
X/\Ai/__
ABC 0 E
COl1& Cone Cone Stlear ColtJmnar
a a
Split Shear
1~~~
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 5/15/06
Work Order: 6003544
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street, Suite 100
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/W estwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTMC231)
Concrete Temp. COF): (ASTM C 1064)
Air Temp. COF):
Liquid Added On Site:
Pour Location:
52 Mix Design:
4/6/06 Supplier:
7:30 am Specified Air (%):
4/7/06 Specified Strength (psi):
6 Truck Number:
1.8 Ticket Number:
73 Cylinders per Set:
50 Cylinders Cast By:
1 GAL HRWRA-High Range Water Reducing Admixture (per 9 cu. yds.)
Building Interior, Precast Topping, Early Childhood Center, Upper Floor, Grids B to I and 7 to 11
4097F
Cemstone
Not Required
3000
669
1361822
4
Kollmann, Kaleb
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code( s)
52-1 1 6 7 87650 6.00 28.27 3,100 D N D2
52-2 1 27 28 139660 6.00 28.27 4,940 D N El
52-3 1 27 28 135050 6.00 28.27 4,780 D N El
* Capping Method: N = ASTM C 1231, Unbonded Caps S = ASTM C617, Sulfur Caps
Break Remarks: D2
El
The 7 day test result meets or exceeds the 28 day specified strength.
The average 28 day test result meets or exceeds the specified strength.
TYPES OF FRACTURE
XAA/_
ABC 0 E
Cone Cone Cone Shear Columnar
& &
Split ShBar
~~~
Robert A SandVick ~
BRAUN
INTERTEC
Letter of Transmittal
Client: Bossardt Corporation
Date: April 05, 2006
Braun Intertec Project No: LC-05-03993
Transmittal No: 25
Braun Intertec Corporation
2831 Larson Street
LaCrosse, WI 54603-1814
To: Bob Hutchins
Prior Lake Ci~ Hall
16200 Eagle Creek Ave. S.E
Prior Lake, MN 55372
Phone: 952-447-9810
Fax: 952-447-4245
Re: Early Childhood Center/Westwood Gym, Multiple Locations, Prior Lake, MN
This Transmittal is being Sent:
For your approval
As requested
X For your records
For review
, Information Sent
Concrete Tests
I Copies I Reference Numbers
I Set Number 47
I Comments/Clarification
7-day results
I Transmittal List
Katherine Russell, BKBM Engineers
Duane Warren, Bossardt Corporation
Joe Yerbich, Bossardt Corporation
Kevin David, Gresser Concrete & Masonry
Dan Mehleis, Independent School District # 719
Bob Hutchins, Prior Lake City Hall
Lynae Schoen, Wold Architects and Engineers
I Information Sent
Concrete Tests (I)
Concrete Tests (I)
Concrete Tests (I)
Concrete Tests (I)
Concrete Tests (I)
Concrete Tests (I)
Concrete Tests (I)
Sent By:
Phone:
Rhonda R Mosher
(608) 781-7277
Rev. 8/6/04
Providing engineering and environmental solutions since 1957
BRAUN
I NTE RTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6xl2 Cylinder
Report Date: 4/5/06
Work Order: 6003231
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street, Suite 100
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/W estwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
47 Mix Design:
3/28/06 Supplier:
7:30 am Specified Air (%):
3/30/06 Specified Strength (psi):
6 1/2 Truck Number:
2.4 Ticket Number:
63 Cy linders per Set:
35 Cylinders Cast By:
1 GAL HRWRA-High Range Water Reducing Admixture (per 8.5 cu. yds.)
Building Interior, Slab on Grade, Lower Floor, Grids A to B and 1 to 3
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. eF):
Liquid Added On Site:
Pour Location:
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter . Area Strength Fracture
Sample No. (days) (days) (days) (pounds) (in.) tsq. in.) (psi) Type
47-0] 2 5 7 125270 6.01 . 28.37 4,420 D
KIN3565
Cemstone
Not Required
4000
509
76
4
Kollmann, Kaleb
Capping
Method *
N
Remarks
Code(s)
D2
Break Remarks: D2
* Capping Method: N = ASTM C1231, Unhanded Caps S = ASTM C617, Sulfur Caps
The 7 day test result meets or exceeds the 28 day specified strength.
TYPES OF FRACTURE
X 1\1"/
ABC 0 E
CQne Cone Cone $hUt Co1\....._'
" &
Split Shear
BRAUN
INTERTEC
Letter of Transmittal
Client: Bossardt Corporation
Date: April 06, 2006
Braun Intertec Project No: LC-05-03993
Transmittal No: 26
Braun Intertec Corporation
2831 Larson Street
LaCrosse, WI 54603-1814
To: Bob Hutchins
Prior Lake City Hall
16200 Eagle Creek Ave. S.E
Prior Lake, MN 55372
Phone: 952-447-9810
Fax: 952-447-4245
Re: Early Childhood Center/Westwood Gym, Multiple Locations, Prior Lake, MN
This Transmittal is being Sent:
For your approval
_ As requested
X For your records
For review
, Information Sent
Masonry Tests
I Copies I Reference Numbers
I Set Numbers 10 thru 22
I Comments/Clarification
28-day results (Grout)
I Transmittal List
Katherine Russell, BKBM Engineers
Duane Warren, Bossardt Corporation
Joe Yerbich, Bossardt Corporation
Dan Mehleis, Independent School District # 719
Bob Hutchins, Prior Lake City Hall
Lynae Schoen, Wold Architects and Engineers
I Information Sent
Masonry Tests (I)
Masonry Tests (I)
Masonry Tests (1)
Masonry Tests (I)
Masonry Tests (I)
Masonry Tests (I)
Sent By:
Phone:
Rhonda R Mosher
(608) 781-7277
Rev. 8/6/04
. Providing engineering and environmental solutions since 1957
Standard Method of Sampling and Testing Grout (Field)
ASTM CI019
Date: February 10, 2006
Client:
Mr. Steve Kilmer
Bossardt Corporation
8585 W. 78th Street
Suite 100
Minneapolis, MN 55438
Field Data
Set Number:
Cast Date:
Mix Design:
Slump (in.):
Location:
Sample Data
Sample Number:
Average Width I (in.):
Average Width 2 (in.)
Average Height (in.):
Out of Plumb (%):
Area (sq. in.):
Laboratory Data
Date Received:
Date Tested:
Field Cure (days):
Lab Cure (days):
Test Age (days):
Test Results
10
1/12/2006
3000
Not given
East half of North gym and East gym wall
at elevation 120'
lOA
3.56
3.41
5.81
< 5.00%
12.14
1/17/2006
2/9/2006
5
23
28
Ultimate Load (lbs.):
Compressive Strength (psi):
Type of Failure:
Avg. Compresive Strength (psi):
Specified Strength (psi):
42,250
3480
Shear
Remarks The samples meet the requirements.
cc:
lOB
3.61
3.55
6.04
< 5.00%
12.82
1/17/2006
2/9/2006
5
23
28
43,850
3420
Shear
IOC
3.59
3.74
5.63
< 5.00%
13.43
1/17/2006
2/9/2006
5
23
28
49,020
3650
Shear
3,520
3,000
Project Number:
LC-05-03993
Project Description:
Early Childhood Center Westwood Gym
Prior Lake, MN
Masonry Units
. Type:
. No. Used:
Field Cure Temperature
. Maximum eF):
. Minimum (OF):
Not given
Not given
70
36
Standard Method of Sampling and Testing Grout (Field)
ASTM CI019
Date: February 15, 2006
Project Number:
LC-05-03993
Client:
Mr. Steve Kilmer
Bossardt Corporation
8585 W. 78th Street
Suite 100
Minneapolis, MN 55438
Field Data
Project Description:
Early Childhood Center Westwood Gym
Prior Lake, MN
Set Number:
Cast Date:
Mix Design:
Slump (in.):
Location:
II
1/16/2006
Spec-mix
10 1/2
Early Childhood Center, wall at grid
6.2 to H.2 from 3 to 3.3 elevation 108
Masonry Units
. Type:
. No. Used:
Field Cure Temperature
. Maximum (OF):
. Minimum eF):
Not given
Not given
Not given
Not given
Sample Data
Sample Number:
Average Width I (in.):
Average Width 2 (in.)
Average Height (in.):
Out of Plumb (%):
Area (sq. in.):
IIA liB IIC lID
3.62 3.65 3.58 3.54
3.72 3.58 3.64 3.42
6.45 6.68 6.76 6.74
< 5.00% < 5.00% < 5.00% < 5.00%
13.47 13.07 13.03 12.11
Laboratory Data
Date Received:
Date Tested:
Field Cure (days):
Lab Cure (days):
Test Age (days):
1/19/2006
1/20/2006
3
1
4
1/19/2006
2/13/2006
3
25
28
1/19/2006
2/13/2006
3
25
28
1/19/2006
2/13/2006
3
25
28
Test Results
Ultimate Load (lbs.):
Compressive Strength (psi):
Type of Failure:
Avg. Compresive Strength (psi):
Specified Strength (psi):
29,760 58,100 46,560 43,210
2210 4450 3570 3570
Shear Shear Shear Shear
3860
3,000
Remarks The samples meet the requirements.
cc:
Standard Method of Sampling and Testing Grout (Field)
ASTM CI019
Date: February 15, 2006
Client:
Mr. Steve Kilmer
Bossardt Corporation
8585 W. 78th Street
Suite 1 00
Minneapolis, MN 55438
Field Data
Set Number:
Cast Date:
Mix Design:
Slump (in.):
Location:
Sample Data
Sample Number:
Average Width I (in.):
Average Width 2 (in.)
Average Height (in.):
Out of Plumb (%):
Area (sq. in.):
Laboratory Data
Date Received:
Date Tested:
Field Cure (days):
Lab Cure (days):
Test Age (days):
Test Results
12
1/17/2006
3298N
91/4
South wall of gym
at elevation 108'
Ultimate Load (lbs.):
Compressive Strength (psi):
Type of Failure:
Avg. Compresive Strength (psi):
Specified Strength (psi):
Remarks The samples meet the requirements.
cc:
l2A
4.04
4.99
6.66
< 5.00%
20.16
I119/2006
2/14/2006
2
26
28
86,780
4300
Shear
12B
3.92
4.93
6.63
< 5.00%
19.33
1/19/2006
2/14/2006
2
26
28
69,370
3590
Shear
12C
3.94
4.99
6.86
< 5.00%
19,66
III 9/2006
2/14/2006
2
26
28
78,660
4000
Shear
3,800
3,000
Project Number:
LC-05-03993
Project Description:
Early Childhood Center Westwood Gym
Prior Lake, MN
Masonry Units
-Type:
- No. Used:
Field Cure Temperature
. Maximum (OF):
- Minimum (OF):
Not given
Not given
Not given
Not given
Standard Method of Sampling and Testing Grout (Field)
ASTM CI019
Date: February 16,2006
Client:
Mr. Steve Kilmer
Bossardt Corporation
8585 W. 78th Street
Suite 100
Minneapolis, MN 55438
Field Data
Set Number:
Cast Date:
Mix Design:
Slump (in.):
Location:
Sample Data
Sample Number:
Average Width I (in.):
Average Width 2 (in.)
Average Height (in.):
Out of Plumb (%):
Area (sq. in.):
Laboratory Data
Date Received:
Date Tested:
Field Cure (days):
Lab Cure (days):
Test Age (days):
Test Results
13
1/19/2006
3298
10 1/2
South wall of gym
elevation 130
Ultimate Load (lbs.):
Compressive Strength (psi):
Type of Failure:
Avg. Compresive Strength (psi):
Specified Strength (psi):
Remarks The samples meet the requirements.
cc:
13A
3.55
3.57
6.33
< 5.00%
12.67
1/23/2006
2/16/2006
4
24
28
13B
3.63
3.64
6.29
< 5.00%
13.21
1/23/2006
2/16/2006
4
24
28
Project Number:
LC-05-03993
Project Description:
Early Childhood Center Westwood Gym
Prior Lake, MN
Masonry Units
. Type:
. No. Used:
Field Cure Temperature
. Maximum (OF):
. Minimum (OF):
Not given
Not given
Not given
Not given
13C
3.44
3.42
6.16
< 5.00%
11.76
1/23/2006
2/16/2006
4
24
28
49,450 51,540 45,260
3900 3900 3850
Shear Shear Shear Shear
3,880
3,000
Standard Method of Sampling and Testing Grout (Field)
ASTM CI019
Date: February 20, 2006
Client:
Mr. Stev~ Kilmer
Bossardt Corporation
8585 W. 78th Street
Suite 100
Minneapolis, MN 55438
Field Data
Set Number:
Cast Date: ,
Mix Design:
Slump (in.):
Location:
Sample Data
Sample Number:
Average Width 1 (in.):
Average Width 2 (in.)
Average Height (in.):
Out of Plumb (%):
Area (sq. in.):
Laboratory Data
Date Received:
Date Tested:
Field Cure (days):
Lab Cure (days):
Test Age (days):
Test Results
14
1/23/2006
3298N
93/4
West wall of gym and western half
of the North wall at elevation 116'
14A
3.55
3.75
6.63
< 5.00%
13.31
1/26/2006
2/20/2006
3
25
28
Ultimate Load (lbs.):
Compressive Strength (psi):
Type of Failure:
Avg. Compresive Strength (psi):
Specified Strength (psi):
50,280
3780
Shear
Remarks The samples meet the requirements.
cc:
14B
3.39
3.39
7.12
< 5.00%
11.49
1/26/2006
2/20/2006
3
25
28
43,060
3750
Shear
14C
3.68
3.52
6.79
< 5.00%
12.95
1/26/2006
2/20/2006
3
25
28
44,690
3450
Shear
3,600
3,000
Project Number:
LC-05-03993
Project Description:
Early Childhood Center Westwood Gym
Prior Lake, MN
Masonry Units
. Type:
. No. Used:
Field Cure Temperature
. Maximum (OF):
. Minimum eF):
Not given
Not given
Not given
Not given
Standard Method of Sampling and Testing Grout (Field)
ASTM CI019
Date: February 22, 2006
Client:
Mr. Steve Kilmer
Bossardt Corporation
8585 W. 78th Street
Suite 100
Minneapolis, MN 55438
Field Data
Set Number:
Cast Date:
Mix Design:
Slump (in.):
Location:
Sample Data
Sample Number:
Average Width I (in.):
Average Width 2 (in.)
Average Height (in.):
Out of Plumb (%):
Area (sq. in.):
Laboratory Data
Date Received:
Date Tested:
Field CUre (days):
Lab Cure (days):
Test Age (days):
Test Results
15
1/25/2006
3298N
<),3/4
West wall of gym and West half
of North wall at elevation 124'
15A
3.93
4.93
7.48
< 5.00%
19.37
1/31/2006
2/22/2006
6
22
28
Ultimate Load (lbs.):
Compressive Strength (psi):
Type of Failure:
Avg. Compresive Strength (psi):
Specified Strength (psi):
67,280
3470
Shear
Remarks The samples meet the requirements.
cc:
15B
4.91
3.85
7.29
< 5.00%
18.90
1/31/2006
2/22/2006
6
22
28
69,560
3680
Shear
15C
4.91
3.90
7.39
< 5.00%
19.15
1/31/2006
2/22/2006
6
22
28
71,950
3760
Shear
3,720
3,000
Project Number:
LC-05-03993
Project Description:
Early Childhood Center Westwood Gym
Prior Lake, MN
Masonry Units
-Type:
. No. Used:
Field Cure Temperature
. Maximum (OF):
. Minimum (OF):
Not given
Not given
Not given
Not given
Standard Method of Sampling and Testing Grout (Field)
ASTM CI019
Date: February 23, 2006
Client:
Mr. Steve Kilmer
Bossardt Corporation
8585 W. 78th Street
Suite I 00
Minneapolis, MN 55438
Field Data
Set Number:
Cast Date:
Mix Design:
Slump (in.):
Location:
Sample Data
Sample Number:
Average Width 1 (in.):
Average Width 2 (in.)
Average Height (in.):
Out of Plumb (%):
Area (sq. in.):
Laboratory Data
Date Received:
Date Tested:
Field Cure (days):
Lab Cure (days):
Test Age (days):
Test Results
16
1/26/2006
3298N
10 1/2
West wall of gym and West half
ofN orth wall of gym at elevation 130'
16A
3.52
3.30
6.92
<5.00%
11.62
1/30/2006
2/23/2006
4
24
28
Ultimate Load (lbs.):
Compressive Strength (psi):
Type of Failure:
Avg. Compresive Strength (psi):
Specified Strengtll (psi):
49,250
4240
Shear
Remarks The samples meet the requirements.
cc:
16B
3.68
3.63
6.99
<5.00%
13.36
1/30/2006
2/23/2006
4
24
28
50,310
3770
Shear
l6C
3.71
3.55
6.91
< 5.00%
13.17
1/30/2006
2/23/2006
4
24
28
49,530
3760
Shear
3,770
3,000
Project Number:
LC-05-03993
Project Des~~:Ii'~on:
Early Childhood Center Westwood Gym
Prior Lake, MN
Masonry Units
. Type:
. No. Used:
Field Cure Temperature
. Maximum (OF):
. Minimum eF):
Not given
Not given
Not given
Not given
Project Manager
Standard Method of Sampling and Testing Grout (Field)
ASTM CI019
Date: February 15,2006
Client:
Mr. Steve Kilmer
Bossardt Corporation
8585 W. 78th Street
Suite 100
Minneapolis, MN 55438
Field Data
Set Number:
Cast Date:
Mix Design:
Slump (in.):
Location:
Sample D~ta
Sample Number:
Average Width I (in.):
Average Width 2 (in.)
Average Height (in.):
Out of Plumb (%):
Area (sq. in.):
Laboratory Data
Date Received:
Date Tested:
Field Cure (days):
Lab Cure (days):
Test Age (days):
Test Results
17
1/17/2006
3298N
91/4
South wall of gym
at elevation 108'
Ultimate Load (lbs.):
Compressive Strength (psi):
Type of Failure:
A vg. Compresive Strength (psi):
Specified Strength (psi):
Remarks The samples meet the requirements.
cc:
17A
4.04
4.99
6.66
< 5.00%
20.16
1/19/2006
2/14/2006
2
26
28
86,780
4300
Shear
17B
3.92
4.93
6.63
<5.00%
19.33
1/19/2006
2/14/2006
2
26
28
69,370
3590
Shear
17C
3.94
4.99
6.86
< 5.00%
19.66
1/19/2006
2/14/2006
2
26
28
78,660
4000
Shear
3,800
3,000
Project Number:
LC-05-03993
Project Description:
Early Childhood Center Westwood Gym
Prior Lake, MN
Masonry Units
. Type:
. No. Used:
Field Cure Temperature
. Maximum (OF):
. Minimum (OF):
Not given
Not given
Not given
Not given
Reviewed ~ ~
Rcr6~
Project Manager
Standard Method of Sampling and Testing Grout (Field)
ASTM CI019
Date: March 2, 2006
Client:
Mr. Steve Kilmer
Bossardt Corporation
8585 W. 78th Street
Suite 100
Minneapolis, MN 55438
Field Data
Set Number:
Cast Date:
Mix Design:
Slump (in.):
Location:
Sample Data
Sample Number:
Average Width I (in.):
Average Width 2 (in.)
Average Height (in.):
Out of Plumb (%):
Area (sq. in.):
Laboratory Data
Date Received:
Date Tested:
Field Cure (days):
Lab Cure (days):
Test Age (days):
Test Results
18
1/31/2006
Spec-mix
10 1/2
West wall of hallway on the Southwest comer
of gym elevation 104'
18A
3.96
4.98
7.92
< 5.00%
19.72
2/2/2006
2/28/2006
2
26
28
Ultimate Load (lbs.):
Compressive Strength (psi):
Type of Failure:
Avg. Compresive Strength (psi):
Specified Strength (psi):
69,480
3520
Shear
Remarks The samples meet the requirements.
cc:
18B
4.96
3.91
7.73
< 5.00%
19.39
2/2/2006
2/28/2006
2
26
28
70,940
3660
Shear
18C
4.91
3.85
7.73
< 5.00%
18.90
2/2/2006
2/28/2006
2
26
28
70,660
3740
Shear
3,700
3,000
Project Number:
LC-05-03993
Project Description:
Early Childhood Center Westwood Gym
Prior Lake, MN
Masonry Units
. Type:
. No. Used:
Field Cure Temperature
. Maximum (OF):
. Minimum (OF):
Not given
Not given
Not given
Not given
_~B~ ~
ert SandvicV
Project Manager
Standard Method of Sampling and Testing Grout (Field)
ASTM C1019
Date: March 2, 2006
Client:
Mr. Steve Kilmer
Bossardt Corporation
8585 W. 78th Street
Suite 100
Minneapolis, MN 55438
Field Data
Set Number:
Cast Date:
Mix Design:
Slump (in.):
Location:
Sample Data
Sample Number:
Average Width I (in.):
Average Width 2 (in.)
Average Height (in.):
Out of Plumb (%):
Area (sq. in.):
Laboratory Data
"
Date Received:
Date Tested:
Field Cure (days):
Lab Cure (days):
Test Age (days):
Test Results
19
2/2/2006
Spec-mix
91/2
Early childhood center, wall at grid B-IO.8
to B-II to H-II at elevation 116'
19A
3.59
3.57
6.59
< 5.00%
12.82
2/6/2006
3/2/2006
4
24
28
Ultimate Load (lbs.):
Compressive Strength (psi):
Type of Failure:
A vg. Compresive Strength (psi):
Specified Strength (psi):
62,090
4840
Shear
Remarks The samples meet the requirements.
cc:
19B
3.38
3.48
6.88
< 5.00%
11.76
2/6/2006
3/2/2006
4
24
28
53,600
4560
Shear
19C
3.52
3.66
6.64
< 5.00%
12.88
2/6/2006
3/2/2006
4
24
28
66,370
5150
Shear
4,860
3,000
Project Number:
LC-05-03993
Project Description:
Early Childhood Center Westwood Gym
Prior Lake, MN
Masonry Units
. Type:
. No. Used:
Field Cure Temperature
. Maximum (oF):
. Minimum eF):
Not given
Not given
Not given
Not given
z//ff/
AO""'~'- ~
Project Manager
Standard Method of Sampling and Testing Grout (Field)
ASTM CI019
Date: March 7, 2006
Client:
Mr. Steve Kilmer
Bossardt Corporation
8585 W. 78th Street
Suite 100
Minneapolis, MN 55438
Field Data
Set Number:
Cast Date:
Mix Design:
Slump (in.):
Location:
Sample Data
Sample Number:
Average Width I (in.):
Average Width 2 (in.)
Average Height (in.):
Out of Plumb (%):
Area (sq. in.):
Laboratory Data
Date Received:
Date Tested:
Field Cure (days):
Lab Cure (days):
Test Age (days):
Test Results
20
2/6/2006
Spec-mix
10 1/4
Early childhood center wall at grid C-7
to B-7 to BIO.8 at elevation 115'
20A
3.52
3.48
6.20
<5.00%
12.25
2/8/2006
3/6/2006
2
26
28
Ultimate Load (lbs.):
Compressive Strength (psi):
Type of Failure:
Avg. Compresive Strength (psi):
Specified Strength (psi):
61,860
5050
Shear
Remarks The samples meet the requirements.
cc:
20B
3.44
3.42
6.13
< 5.00%
II. 76
2/8/2006
3/6/2006
2
26
28
63,800
5420
Shear
20C
3.60
3.56
6.06
< 5.00%
12.82
2/8/2006
3/6/2006
2
26
28
64,350
5020
Shear
5,220
3,000
Project Number:
LC-05-03993
Project Description:
Early Childhood Center Westwood Gym
Prior Lake, MN
Masonry Units
. Type:
. No. Used:
Field Cure Temperature
. Maximum eF):
. Minimum (oF):
Not given
Not given
Not given
Not given
~~
~~r -~
Project Manager
Standard Method of Sampling and Testing Grout (Field)
ASTM CI019
Date:
March 7, 2006
Client:
Mr. Steve Kilmer
Bossardt Corporation
8585 W. 78th Street
Suite 100
Minneapolis, MN 55438
Field Data
Set Number:
Cast Date:
Mix Design:
Slump (in.):
Location:
Sample Data
Sample Number:
Average Width I (in.):
Average Width 2 (in.)
Average Height (in.):
Out of Plumb (%):
Area (sq. in.):
Laboratory Data
Date Received:
Date Tested:
Field Cure (days):
Lab Cure (days):
Test Age (days):
Test Results
21
2/7/2006
Spec-inix/On-site
10 1/4
Early childhood center wall at grid C-7
to B-7 to B-I0.8 at elevation 120',124'
21A
4.93
3.91
7.01
< 5.00%
19.28
2/10/2006
3n /2006
3
25
28
Ultimate Load (Ibs.):
Compressive Strength (psi):
Type of Failure:
Avg. Compresive Strength (psi):
Specified Strength (psi):
82,520
4280
Shear
Remarks The samples meet the requirements.
cc:
21B
3.85
4.92
6.97
< 5.00%
18.94
2/10/2006
3/7/2006
3
25
28
87,060
4600
Shear
21C
3.87
4.89
6.81
< 5.00%
18.92
2/10/2006
3n/2006
3
25
28
88,810
4690
Shear
4,650
3,000
Project Number:
LC-05-03993
Project Description:
Early Childhood Center Westwood Gym
Prior Lake, MN
Masonry Units
. Type:
. No. Used:
Field Cure Temperature
. Maximum (OF):
. Minimum (OF):
Not given
Not given
Not given
Not given
Standard Method of Sampling and Testing Grout (Field)
ASTM CI019
Date: March 9, 2006
Client:
Mr. Steve Kilmer
Bossardt Corporation
8585 W. 78th Street
Suite 100
Minneapolis, MN 55438
Field Data
Set Number:
Cast Date:
Mix Design:
Slump (in.):
Location:
Sample Data
Sample Number:
Average Width I (in.):
Average Width 2 (in.)
Average Height (in.):
Out of Plumb (%):
Area (sq. in.):
Laboratory Data
Date Received:
Date Tested:
Field Cure (days):
Lab Cure (days):
Test Age (days):
Test Results
22
2/8/2006
Spec-mix
91/4
Early childhood center wall at grid C-7
to B-7 to B-I0.8 at elevation, 124'
22A
3.53
3.64
5.92
< 5.00%
12.85
2/11/2006
3/8/2006
3
25
28
illtimate Load (Ibs.):
Compressive Strength (psi):
Type of Failure:
Avg. Compresive Strength (psi):
Specified Strength (psi):
73,690
5730
Shear
Remarks The samples meet the requirements.
cc:
22B
3.62
3.60
5.96
< 5.00%
13.03
2/11/2006
3/8/2006
3
25
28
76,630
5880
Shear
22C
3.38
3.32
6.48
< 5.00%
11.22
2/11/2006
3/8/2006
3
25
28
61,140
5450
Shear
5,670
3,000
Project Number:
LC-05-03993
Project Description:
Early Childhood Center Westwood Gym
Prior Lake, MN
Masonry Units
. Type:
. No. Used:
Field Cure Temperature
. Maximum (oF):
. Minimum (OF):
Not given
Not given
Not given
Not given
BRAUN
INTERTEC
Letter of Transmittal
Client: Bossardt Corporation
Date: April 07,2006
Braun Intertec Project No: LC-05-03993
Transmittal No: 27
Braun Intertec Corporation
2831 larson Street
laCrosse, WI 54603-1814
To: Bob Hutchins
Prior Lake City Hall
16200 Eagle Creek Ave. S.E
Prior Lake, MN 55372
Phone: 952-447-9810
Fax: 952-447-4245
Re: Early Childhood Center/Westwood Gym, Multiple Locations, Prior Lake, MN
This Transmittal is being Sent:
For your approval
As requested
X For your records
For review
, Information Sent
Concrete Tests
Copies I Reference Numbers
1 Set Numbers 48 thru 50
I Comments/Clarification
7 -day results
I Transmittal List
Katherine Russell, BKBM Engineers
Duane Warren, Bossardt Corporation
Joe Yerbich, Bossardt Corporation
Kevin David, Gresser Concrete & Masonry
Dan Mehleis, Independent School District # 719
Bob Hutchins, Prior Lake City Hall
Lynae Schoen, Wold Architects and Engineers
I Information Sent
Concrete Tests (1)
Concrete Tests (I)
Concrete Tests (I)
Concrete Tests (1)
Concrete Tests (I)
Concrete Tests (1)
Concrete Tests (1)
Sent By:
Phone:
Rhonda R Mosher
(608) 781-7277
Rev. 8/6/04
Providing engineering and environmental solutions since 1957
BRAUN
INTERTEC
Com pressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 4/7/06
Work Order: 6003258
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street, Suite 100
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood CenterIWestwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. eF):
Liquid Added On Site:
48
3/29/06
7:40 am
3/30/06
41/2
2.5
69
40
o GAL Water (per 10 cu. yds.)
Building Interior, Slab on Grade, Gymnasium Addition Floor
Sample Taken 20 Feet South and 10 Feet East of the Northwest Comer
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number.
Ticket Number.
Cylinders per Set:
Cylinders Cast By:
KlN3565
Cemstone
Not Required
4000
641
1355703
4
Kollmann, Kaleb
Pour Location:
Sample LocationINotes:
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type
48-1 I 6 7 173630 6.00 28.27 6,140 D
Capping
Method *
N
Remarks.
Code( s)
D2
Break Remarks: D2
* Capping Method: N = ASTM C1231, UnbondedCaps S = ASTM C617, Suijitr Caps
The 7 day test result meets or exceeds the 28 day specified strength.
TYPES OF FRACTURE
X^^/_
ABC 0 E
())M Cone Cone ShMr ~...-
& $.
SpJit Shear
~-
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6xl2 Cylinder
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street, Suite 100
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
49 Mix Design:
3/29/06 Supplier:
8:45 am Specified Air (%):
3/30/06 Specified Strength (psi):
5 1/2 Truck Number:
2.1 Ticket Number:
72 Cy linders per Set
40 Cylinders Cast By:
.5 GAL HRWRA-High Range Water Reducing Admixture (per 10 cu. yds.)
Building Interior, Slab on Grade, Gymnasium Addition Floor
Sample Taken 10 Feet North and 60 Feet East of the Southwest comer
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. eF):
Liquid Added On Site:
Pour Location:
Sample LocationINotes:
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type
49-1 1 6 7 157820 6.00 28.27 5,580 D
Report Date: 4/7/06
Work Order: 6003263
KIN3565
Cemstone
Not Required
4000
351
1355810
4
Kollmann, Kaleb
Capping
Method *
N
Remarks
Code(s)
D2
Break Remarks: D2
* Capping Method: N = ASTM C1231, Unhonded Caps S = ASTM C617, Sulfur Caps
The 7 day test result meets or exceeds the 28 day specified strength.
TYPES OF FRACTURE
XAL/'i
ABC D E
O:ltn$ Cone (;one _ Coll..........
& &
SpIt Shear
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 4/7/06
Work Order: 6003271
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street, Suite 100
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood CenterlWestwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. (DF):
Liquid Added On Site:
Pour Location:
Sample Location/Notes:
50
3/29/06
9:48 am
3/30/06
51/2
2.1
72
45
10 GAL Water (per 10 cu. yds.)
Building Interior, Slab on Grade, Gymnasium Addition Floor
Sample taken 15 feet North and 5 Feet West of the Southeast comer
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cy linders per Set
Cylinders Cast By:
KIN3565
Cemstone
Not Required
4000
576
1356061
4
Kollmann, Kaleb
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type
50-1 1 6 7 153200 6.00 28.27 5,420 D
Capping
Method *
Remarks
Code(s)
D2
N
Break Remarks: D2
* Capping Method: N = ASTM C1231, UnbondedCaps S =ASTM C617, Sulfur Caps
The 7 day test result meets or exceeds the 28 day specified strength.
TYPES OF FRACTURE
X/\A/
------.,;
ABC D E
CoM Cone Cone ShIer ~
" &
SpIt Shear
BRAUN
INTERTEC
Letter of Transmittal
Client: Bossardt Corporation
Date: April 10, 2006
Braun Intertec Project No: LC-05-03993
Transmittal No: 28
Braun Intertec Corporation
2831 Larson Street
LaCrosse, WI 54603-1814
To: Bob Hutchins
Prior Lake City Hall
16200 Eagle Creek Ave. S.E
Prior Lake, MN 55372
Phone: 952-447-9810
Fax: 952-447-4245
Re: Early Childhood Center/Westwood Gym, Multiple Locations, Prior Lake, MN
This Transmittal is being Sent:
For your approval
As requested
X For your records
For review
, Information Sent
Concrete Tests
Copies
I
Reference Numbers
Set Number 51
I Comments/Clarification
7-day results
, Transmittal List
Katherine Russell, BKBM Engineers
Duane Warren, Bossardt Corporation
Joe Yerbich, Bossardt Corporation
Kevin David, Gresser Concrete & Masonry
Dan Mehleis, Independent School District # 719
Bob Hutchins, Prior Lake City Hall
Lynae Schoen, Wold Architects and Engineers
I Information Sent
Concrete Tests (I)
Concrete Tests (I)
Concrete Tests (I)
Concrete Tests (I)
Concrete Tests (I)
Concrete Tests (I)
Concrete Tests (I)
Sent By:
Phone:
Rhonda R Mosher
(608) 781-7277
Rev. 8/6/04
Providing engineering and environmental solutions since 1957
BRAUN
I NTE RTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6xl2 Cylinder
Report Date: 4/1 0/06
Work Order: 6003354
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street, Suite 100
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. (OF):
Liquid Added On Site:
51 Mix Design:
3/31/06 Supplier:
7:40 am Specified Air (%):
4/1/06 Specified Strength (psi):
6 3/4 Truck Number:
1.9 Ticket Number:
68 Cylinders per Set:
40 Cylinders Cast By:
.5 GAL HRWRA-High Range Water Reducing Admixture (per 7 cu. yds.)
Building Interior, Slab on Grade, Gymnasium Addn, South Hallway
KIN3565
Cemstone
Not Required
4000
531
4
Kollmann, Kaleb
Pour Location:
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type
51-1 1 6 7 168450 6.00 28.27 5,960 D
Capping Remarks
Method * Code(s)
N D2
Break Remarks: 02
* Capping Method: N = ASTM C 1231, Unhanded Caps S = ASTM C617, Sulfur Caps
The 7 day test result meets or exceeds the 28 day specified strength.
TYPES OF FRACTURE
X ^, /< /
ABC 0 E
Cone Cone Cone $hear Cdumlw
& &
SpIt Shear
BRAUN
INTERTEC
Letter of Transmittal
Client: Bossardt Corporation
Date: April 11, 2006
Braun Intertec Project No: LC-05-03993
Transmittal No: 29
Braun Intertec Corporation
2831 Larson Street
LaCrosse, WI 54603-1814
To: Bob Hutchins
Prior Lake City Hall
16200 Eagle Creek Ave. S.E
Prior Lake, MN 55372
Phone: 952-447-9810
Fax: 952-447-4245
Re: Early Childhood Center/Westwood Gym, Multiple Locations, Prior Lake, MN
This Transmittal is being Sent:
For your approval
As requested
X For your records
For review
, Information Sent
Mason!)' Tests
I Copies I Reference Numbers
I Set Numbers 23 thru 27
I Comments/Clarification
28-day test results (Grout)
I Transmittal List
Katherine Russell, BKBM Engineers
Duane Warren, Bossardt Corporation
Joe Yerbich, Bossardt Corporation
Dan Mehleis, Independent School District # 719
Bob Hutchins, Prior Lake City Hall
Lynae Schoen, Wold Architects and Engineers
I Information Sent
Mason!)' Tests (1)
Masonry Tests (I)
Masonry Tests (1)
Masonry Tests (I)
Masonry Tests (1)
Masonry Tests (1)
Sent By:
Phone:
Rhonda R Mosher
(608) 781-7277
Rev. 8/6/04
Providing engineering and environmental solutions since 1957
Standard Method of Sampling and Testing Grout (Field)
ASTM CI019
Date: March 13, 2006
Client:
Mr. Steve Kilmer
Bossardt Corporation
8585 W. 78th Street
Suite 100
Minneapolis, MN 55438
Field Data
Set Number:
Cast Date:
Mix Design:
Slump (in.):
Location:
Sample Data
Sample Number:
Average Width I (in.):
Average Width 2 (in.)
Average Height (in.):
Out of Plumb (%):
Area (sq. in.):
Laboratory Data
Date Received:
Date Tested:
Field Cure (days):
Lab Cure (days):
Test Age (days):
Test Results
23
2/10/2006
Spec-mix
10
Early Childhood Center wall at grid 1-7.5
to 1-3.9 at elevation 112'
23A
3.63
3.56
6.48
< 5.00%
12.92
2/13/2006
3/10/2006
3
25
28
Ultimate Load (lbs.):
Compressive Strength (psi):
Type of Failure:
Avg. Compresive Strength (psi):
Specified Strength (psi):
73,690
5700
Shear
Remarks The samples meet the requirements.
cc:
23B
3.45
3.45
6.57
< 5.00%
11.90
2/13/2006
3/10/2006
3
25
28
76,630
6440
Shear
23C
3.48
3.55
6.34
< 5.00%
12.35
2/13/2006
3/10/2006
3
25
28
61,140
4950
Shear
5,700
3,000
Project Number:
LC-05-03993
Project Description:
Early Childhood Center Westwood Gym
Prior Lake, MN
Masonry Units
. Type:
. No. Used:
Field Cure Temperature
. Maximum COF):
. Minimum (OF):
Not given
Not given
Not given
Not given
;g;:;};{lJ&JAw
Robert Sandvick ~
Project Manager
Standard Method of Sampling and Testing Grout (Field)
ASTM CI019
Date: March 14,2006
Client:
Mr. Steve Kilmer
Bossardt Corporation
8585 W. 78th Street
Suite 100
Minneapolis, MN 55438
Field Data
Set Number:
Cast Date:
Mix Design:
Slump (in.):
Location:
Sample Data
Sample Number:
Average Width 1 (in.):
Average Width 2 (in.)
Average Height (in.):
Out of Plumb (%):
Area (sq. in.):
Laboratory Data
Date Received:
Date Tested:
Field Cure (days):
Lab Cure (days):
Test Age (days):
Test Results
24
2/14/2006
Spec-mix
81/2
Early Childhood Center wall at grid
2(A-B) at elevation 1I5-1I8
24A
3.73
3.75
6.31
< 5.00%
13.99
2/15/2006
3/14/2006
I
27
28
Ultimate Load (Ibs.):
Compressive Strength (psi):
Type of Failure:
Avg. Compresive Strength (psi):
Specified Strength (psi):
66,870
4780
Shear
Remarks The samples meet the requirements.
cc:
24B
3.51
3.57
6.62
< 5,00%
12.53
2/15/2006
3/14/2006
1
27
28
57,220
4570
Shear
24C
3.57
3.50
6.56
< 5.00%
12.50
2/15/2006
3/14/2006
I
27
28
56,540
4530
Shear
4,550
3,000
Project Nwnber:
LC-05-03993
Project Des ..".-" ron:
Early Childhood Center Westwood Gym
Prior Lake, MN
Masonry Units
. Type:
. No. Used:
Field Cure Temperature
. Maximum (oF):
. Minimum (oF):
Not given
Not given
Not given
Not given
~~
Robert Sandvick If "z,'Iv
Project Manager
Standard Method of Sampling and Testing Grout (Field)
ASTM CI019
Date:
March 20, 2006
Client:
Mr. Steve Kilmer
Bossardt Corporation
8585 W. 78th Street
Suite 100
Minneapolis, MN 55438
Field Data
Set Number:
Cast Date:
Mix Design:
Slump (in.):
Location:
Sample Data
Sample Number:
Average Width I (in.):
Average Width 2 (in,)
Average Height (in.):
Out of Plumb (%):
Area (sq. in,):
Laboratory Data
Date Received:
Date Tested:
Field Cure (days):
Lab Cure (days):
Test Age (days):
Test Results
25
2/20/2006
Spec-mix
83/4
Early Childhood Center, wall at grid 1-9 to G-9 to G-7.5
at elevation 120
25A
3.68
3.88
6.93
< 5.00%
14.28
2/22/2006
3/20/2006
2
26
28
Ultimate Load (lbs.):
Compressive Strength (psi):
Type of Failure:
Avg. Compresive Strength (psi):
Specified Strength (psi):
76,570
5360
Shear
Remarks The samples meet the requirements.
cc:
25B
3.69
3.89
6.66
< 5.00%
14.35
2/22/2006
3/20/2006
2
26
28
73,950
5150
Shear
25C
3.50
3.59
6.39
< 5.00%
12.57
2/22/2006
3/20/2006
2
26
28
70,750
5630
Shear
5,390
3,000
Project Nwnber:
LC-05-03993
Project Des~_:.. [on:
Early Childhood Center Westwood Gym
Prior Lake, MN
Masonry Units
. Type:
. No. Used:
Field Cure Temperature
. Maximum (OF):
. Minimum (OF):
Not given
Not given
Not given
Not given
o'-'s~"yr;~
Project Manager
Standard Method of Sampling and Testing Grout (Field)
ASTM CI019
Date:
March 23, 2006
Client:
Mr. Steve Kilmer
Bossardt Corporation
8585 W. 78th Street
Suite 100
Minneapolis, MN 55438
Field Data
Set Number:
Cast Date:
Mix Design:
Slump (in.):
Location:
Sample Data
Sample Number:
Average Width I (in.):
Average Width 2 (in.)
Average Height (in.):
Out of Plumb (%):
Area (sq. in.):
Laboratory Data
Date Received:
Date Tested:
Field Cure (days):
Lab Cure (days):
Test Age (days):
Test Results
26
2/22/2006
Spec-mix
9
Early Childhood Center, wall at grid G.2 to H.3 from 3.2 to 3.9
at elevation 108'
26A
3.47
3.46
6.43
< 5.00%
12.01
2/24/2006
3/22/2006
2
26
28
illtimate Load (lbs.):
Compressive Strength (psi):
Type of Failure:
Avg. Compresive Strength (psi):
Specified Strength (psi):
53,100
4420
Shear
Remarks The samples meet the requirements.
cc:
26B
3.48
3.54
6.35
< 5.00%
12.32
2/24/2006
3/22/2006
2
26
28
52,750
4280
Shear
26C
3.58
3.65
6.48
<5.00%
13.07
2/24/2006
3/22/2006
2
26
28
56,990
4360
Shear
4,320
3,000
Project Nwnber:
LC-05-03993
Project Description:
Early Childhood Center Westwood Gym
Prior Lake, MN
Masonry Units
-Type:
- No. Used:
Field Cure Temperature
- Maximum (DF):
- Minimum (OF):
Not given
Not given
Not given
Not given
/i~~
Robert Sandvick I ~
Project Manager
Standard Method of Sampling and Testing Grout (Field)
ASTM CI019
Date: March 28, 2006
Client:
Mr. Steve Kilmer
Bossardt Corporation
8585 W. 78th Street
Suite 100
Minneapolis, MN 55438
Field Data
Set Number:
Cast Date:
Mix Design:
Slump (in.):
Location:
Sample Data
Sample Number:
Average Width I (in.):
Average Width 2 (in.)
Average Height (in.):
Out of Plumb (%):
Area (sq. in.):
Laboratory Data
Date Received:
Date Tested:
Field Cure (days):
Lab Cure (days):
Test Age (days):
Test Results
27
2/27/2006
Spec-mix
91/2
Early Childhood Center, wall at grid C.2-5 to D.5 to D.7
at elevation 104'
27A
3.56
3.36
6.66
< 5.00%
11.96
3/2/2006
3/27/2006
3
25
28
illtimate Load (lbs.):
Compressive Strength (psi):
Type of Failure:
Avg. Compresive Strength (psi):
Specified Strength (psi):
62,560
5230
Shear
Remarks The samples meet the requirements.
cc:
27B
3.51
3.60
6.37
< 5.00%
12.64
3/2/2006
3/27/2006
3
25
28
70,140
5550
Shear
27C
3.64
3:60
7.10
< 5.00%
13.10
3/2/2006
3/27/2006
3
25
28
71,860
5480
Shear
5,520
3,000
Project Number:
LC-05-03993
Project Description:
Early Childhood Center Westwood Gym
Prior Lake, MN
Masonry Units
. Type:
. No. Used:
Field Cure Temperature
. Maximum eF):
. Minimum (OF):
Not given
Not given
Not given
Not given
~
Robert Sandvick
Project Manager
BRAUN
INTERTEC
Letter of Transmittal
Client: Bossardt Corporation
Date: April 24, 2006
Braun Intertec Project No: LC-05-03993
Transmittal No: 30
Braun Intertec Corporation
2831 Larson Street
LaCrosse, WI 54603-1814
To: Bob Hutchins
Prior Lake City Hall
16200 Eagle Creek Ave. S.E
Prior Lake, MN 55372
Phone: 952-447-9810
Fax: 952-447-4245
Re: Early Childhood CenterIWestwood Gym, Multiple Locations, Prior Lake, MN
This Transmittal is being Sent:
For your approval
As requested
X For your records
For review
I Information Sent
Concrete Tests
Copies
I
Reference Numbers
Set Numbers 52 thru 55
I Comments/Clarification
7-day results
I Transmittal List
Katherine Russell, BKBM Engineers
Duane WaITen, Bossardt Corporation
Joe Yerbich, Bossardt Corporation
Kevin David, Gresser Concrete & Masonry
Dan Mehleis, Independent School District # 719
Bob Hutchins, Prior Lake City Hall
Lynae Schoen, Wold Architects and Engineers
I Information Sent
Concrete Tests (I)
Concrete Tests (I)
Concrete Tests (1)
Concrete Tests (1)
Concrete Tests (I)
Concrete Tests (1)
Concrete Tests (1)
Sent By:
Phone:
Rhonda R Mosher
(608) 781-7277
Rev. 8/6/04
Providing engineering and environmental solutions since 1957
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6xl2 Cylinder
Report Date: 4/24/06
Work Order: 6003544
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street, Suite 100
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/W estwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. eF): (ASTM C 1064)
Air Temp. eF):
Liquid Added On Site:
Pour Location:
52 Mix Design:
4/6/06 Supplier:
7:30 am Specified Air (%):
4/7/06 Specified Strength (psi):
6 Truck Number:
1.8 Ticket Number:
73 Cylinders per Set:
50 Cylinders Cast By:
I GAL HRWRA-High Range Water Reducing Admixture (per 9 cu. yds.)
Building Interior, Precast Topping, Early Childhood Center, Upper Floor, Grids B to I and 7 to 11
4097F
Cemstone
Not Required
3000
669
1361822
4
Kollmann, Kaleb
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code(s)
52-I I 6 7 87650 6.00 28.27 3,100 D N D2
Break Remarks: D2
* Capping Method: N = ASTM C1231, Unhanded Caps S = ASTM C617, Sulfur Caps
The 7 day test result meets or exceeds the 28 day specified strength.
TYPES OF FRACTURE
X'^;\/ __
ABC 0 E
eon. Cone Cone Shea, CoIlJmna,
a a
Split Shear
ll!f!f!edrP&ikv~
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 4/24/06
Work Order: 6003623
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street, Suite 100
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/W estwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (DF): (ASTM C 1064)
Air Temp. (DF):
Liquid Added On Site:
Pour Location:
53 Mix Design:
4/7/06 Supplier:
7:53 am Specified Air (%):
4/1 0/06 Specified Strength (psi):
6 1/4 Truck Number:
2.0 Ticket Number:
66 Cylinders per Set:
50 Cylinders Cast By:
I GAL HRWRA-High Range Water Reducing Admixture (per 10 cu. yds.)
Building Interior, Precast Topping, Early Childhood Center, Upper Floor, Grids A to E and 1 to 5
4097F
Cemstone
Not Required
3000
719
1362837
4
Kollmann, Kaleb
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type
53-1 3 4 7 83680 6.00 28.27 2,960 D
Capping
Method *
N
Remarks
Code( s)
B2
Break Remarks: B2
* Capping Method: N = ASTM C1231, UnbondedCaps S =ASTM C617, Sulfur Caps
The 7 day test result projects that the specified strength will likely be met at 28 days according to a typical
age-strength relationship.
TYPES OF FRACTURE
X^^/_
ABC D E
Cone Cone Cone Shear Columnar
& &
Spilt Shear
~~jJ
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6xl2 Cylinder
Report Date: 4/24/06
Work Order: 6003696
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street, Suite 100
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood CenterfW estwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. COF):
Liquid Added On Site:
Pour Location:
54
4/10/06
8:10 am
4/11/06
5
2.5
66
55
o GAL Water (per 9 cu. yds.)
Building Interior, Precast Topping, Early Childhood Center, Upper Floor, Grids G to I and 6.8 to 9
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set:
Cylinders Cast By:
4097F
Cemstone
Not Required
3000
738
4
Kollmarm, Kaleb
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type
54-0 I 1 6 7 100250 6.00 28.27 3,550 C
Capping Remarks
Method * Code(s)
N D2
Break Remarks: D2
* Capping Method: N = ASTM C1231, UnbondedCaps S = ASTM C617, Sulfur Caps
The 7 day test result meets or exceeds the 28 day specified strength.
TYPES OF FRACTURE
X 1\ A,/ --
ABC D E
Cone Cone Cone Shear CoItJmnar
& &
Split Shear
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6xl2 Cylinder
Report Date: 4/24/06
Work Order: 6003743
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street, Suite 100
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood CenterfW estwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. ("F): (ASTM C 1064)
Air Temp. eF):
Liquid Added On Site:
Pour Location:
55
4/11/06
7:50 am
4/12/06
43/4
2.7
72
55
o GAL Water (per 10 cu. yds.)
Building Interior, Precast Topping, Early Childhood Center, Upper Floor, Grids E to I and I to 6.8
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set:
Cylinders Cast By:
4097F
Cemstone
Not Required
3000
738
4
Kollmann, Kaleb
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type
55-1 I 6 7 96350 6.00 28.27 3,410 B
Capping Remarks
Method * Code(s)
N D2
Break Remarks: D2
* Capping Method: N = ASTM C1231, Unbanded Caps S = ASTM C617, Sulfur Caps
The 7 day test result meets or exceeds the 28 day specified strength.
TYPES OF FRACTURE
X'^^/
ABC D E
Cone Cone Cone Shear Columnar
& &
Spilt Shaar
~~
Standard Test Method for Preconstruction & Construction Evaluation for Plain & Reinforced Unit Masonry
Appendix A 7. Compressive Strength of Molded Masonry Mortar Cylinders and Cubes
ASTM C 780
Date:
January 19,2006
Client:
Mr. Steve Kilmer
Bossardt Corporation
8585 W. 78th Street
Suite 100
Minneapolis, MN 55438
Field Data
Set Number:
Date Cast:
Time Cast:
Mortar Temperature (F):
Air Temperature (F):
Maximum Temperature (F):
Minimum Temperature (F):
Samples Cast by:
Sample Location:
Laboratory Data
Sample ill:
Date Tested:
Field Cure (days):
Lab Cure (days):
Test Age (days):
Average Diameter (in.):
Capped Height (in.):
LID Ratio:
Area (sq. in.):
Test Results
Ultimate Load (Ibs.):
Compressive Strength (psi):
Project Number: LC-05-03993
Project Description:
Early Childhood Center Westwood Gym
Prior Lake, MN
3
12/21/05
9:30 AM
40
Not given
Not given
Not given
TRLlBraun Intertec
Early Childhood Center wall at Grid B-1 to A-2
Elevation 108'
Date Received:
Mix Design:
Supplier:
Mortar Type (M,S,N,O,K):
Specified Strength:
Cylinders per Set:
12/23/05
Not given
Spec-Mix/On-site
S
1800
3
3A
1/18/06
2
26
28
2.05
4.52
2.22
3.27
3B
1/18/06
2
26
28
2.05
4.46
2.18
3.30
3C
1/18/06
2
26
28
2.05
4.39
2.14
3.30
5,710
1,750
5,750
1,740
7,530
2,280
~/ic e
Remarks: The samples do not meet the requirements.
~f tfto .. 6' -,269 r
*~ Lerr- 6~ ~ ~J7 ~
~ ct:I'll ~~ 6.c.~ ~ (9'/~~
f'~ ...2 ~rI- do ,HI ~ ~e--'/
j/~<k"c........:ts ~
lsh~'/)S __~ f;,r pOt
~e"'7~/.. ~~S/ 7?:J~
Copies:
/lJif1llH
&11'1 c /,4-tt:../
Standard Test Method for Preconstruction & Construction Evaluation for Plain & Reinforced Unit Masonry
Appendix A7. Compressive Strength of Molded Masonry Mortar Cylinders and Cubes
ASTM C 780
Date:
January 11,2006
Client:
Mr. Steve Kilmer
Bossardt Corporation
8585 W. 78th Street
Suite 100
Minneapolis, MN 55438
Field Data
Set N~ber:
Date Cast:
Time Cast:
Mortar Temperature (F):
Air Temperature (F):
Maximum Temperature (F):
Minimum Temperature (F):
Samples Cast by:
Sample Location:
Laboratory Data
Sample ill:
Date Tested:
Field Cure (days):
Lab Cure (days):
Test Age (days):
Average Diameter (in.):
Capped Height (in.):
LID Ratio:
Area (sq. in.):
Test Results
Ultimate Load (lbs.):
Compressive Strength (psi):
Project Number: LC-05-03993
Project Description:
Early Childhood Center Westwood Gym
Prior Lake, MN
I
12/7/05
1 :00 AM
74
Not given
Not given
Not given
TRL/Braun Intertec
Wall, Early Childhood Center wall at Grid C-II to B-II to A-II
Elevation 108'
Date Received:
Mix Design:
Supplier:
Mortar Type (M,S,N,O,K):
Specified Strength:
Cylinders per Set:
IA IB IC
1/4/06 1/4/06 1/4/06
2 2 2
26 26 26
28 28 28
2.05 2.05 2.05
4.17 4.19 4.13
2.03 2.04 2.01
3.30 3.30 3.30
6,090 5,320 5,050
1,850 1,610 1,530
Remarks: The samples do not meet the requirements.
Copies:
12/9/05
Not given
Spec-Mix/On-site
S
1800
3
Standard Test Method for Preconstruction & Construction Evaluation for Plain & Reinforced Unit Masonry
Appendix A 7. Compressive Strength of Molded Masonry Mortar Cylinders and Cubes
ASTM C 780
Date:
January 11,2006
Client:
Mr. Steve Kilmer
Bossardt Corporation
8585 W. 78th Street
Suite 100
Minneapolis, MN55438
Field Data
Set Number:
Date Cast:
Time Cast:
Mortar Temperature (F):
Air Temperature (F):
Maximum Temperature (F):
Minimum Temperature (F):
Samples Cast by:
Sample Location:
Laboratory Data
Sample ill:
Date Tested:
Field Cure (days):
Lab Cure (days):
Test Age (days):
Average Diameter (in.):
Capped Height (in.):
LID Ratio:
Area (sq. in.):
Test Results
Ultimate Load (lbs.):
Compressive Strength (psi):
2
12/14/05
9:30 AM
60
Not given
Not given
Not given
TRliBraun Intertec
Early Childhood Center wall at Grid C-5
Elevation 109'
Project Number: LC-05-03993
Project Description:
Early Childhood Center Westwood Gym
Prior Lake, MN
Date Received:
Mix Design:
Supplier:
Mortar Type (M,S,N,O,K):
Specified Strength:
Cylinders per Set:
2A 2B
1/11/06 1/11/06
2 2
26 26
28 28
2.05 2.05
4.18 4.15
2.04 2.02
3.30 3.30
8,980 8,890
2,720 2,690
The samples meet the requirements.
~.t-~
'7 / I-: f /~.,.v/n.Pt.e~ ~
~ - at);U;I~ ~
Remarks:
Copies:
12/16/05
Not given
Spec-Mix/On-site
S
1800
3
2C
1/11/06
2
26
28
2.05
4.17
2.03
3.30
8,480
2,570
uA{~
~~ Sandvick ......
Project Manager
Standard Test Method for Preconstruction & Construction Evaluation for Plain & Reinforced Unit Masonry
Appendix A 7. Compressive Strength of Molded Masonry Mortar Cylinders and Cubes
ASTM C 780
Date:
January 19,2006
Client:
Mr. Steve Kilmer
Bossardt Corporation
8585 W. 78th Street
Suite 100
Minneapolis, MN 55438
Field Data
Set Number:
Date Cast:
Time Cast:
Mortar Temperature (F):
Air Temperature (F):
Maximum Temperature (F):
Minimum Temperature (F):
Samples Cast by:
Sample Location:
Laboratory Data
Sample ill:
Date Tested:
Field Cure (days):
Lab Cure (days):
Test Age (days):
Average Diameter (in.):
Capped Height (in.):
LID Ratio:
Area (sq. in.):
Test Results
Ultimate Load (lbs.):
Compressive Strength (psi):
Remarks: The samples meet the requirements.
Copies:
Project Number: LC-05-03993
Project Description:
Early Childhood Center Westwood Gym
Prior Lake, MN
4
12/22/05
I :00 PM
58
Not given
Not given
Not given
TRL/Braun Intertec
Early Childhood Center wall at Grid B-1.5 to B-2 to A-2 at
Elevation 112'
Date Received:
Mix Design:
Supplier:
Mortar Type (M,S,N,O,K):
Specified Strength:
Cylinders per Set:
4A 4B 4C
1119/06 1119/06 1119/06
367 367 367
-339 -339 -339
28 28 28
2.05 2.06 2.05
4.27 4.34 4.49
2.08 2.12 2.20
3.30 3.30 3.27
6,100 6,620 6,280
1,850 2,010 1,920
12/24/06
Not given
Spec-Mix/On-site
S
1800
3
Standard Test Method for Preconstruction & Construction Evaluation for Plain & Reinforced Unit Masonry
Appendix A 7. Compressive Strength of Molded Masonry Mortar Cylinders and Cubes
ASTM C 780
Date:
February 3,2006
Client:
Mr. Steve Kilmer
Bossardt Corporation
8585 W. 78th Street
Suite 100
Minneapolis, MN 55438
Field Data
Set Number:
Date Cast:
Time Cast:
Mortar Temperature (F):
Air Temperature (F):
Maximum Temperature (F):
Minimum Temperature (F):
Samples Cast by:
Sample Location:
Laboratory Data
Sample ID:
Date Tested:
Field Cure (days):
Lab Cure (days):
Test Age (days):
Average Diameter (in.):
Capped Height (in.):
LID Ratio:
Area (sq. in.):
Test Results
Ultimate Load (lbs.):
Compressive Strength (psi):
Remarks: The samples meet the requirements.
Copies:
5
1/6/06
1:30 AM
50
Not given
Not given
Not given
lRLIBraun Intertec
Early Childhood Center wall at grid H-9.9 TO H 10.3
Elevation 110'
Project Number: LC-05-03993
Project Description:
Early Childhood Center Westwood Gym
Prior Lake, MN
Date Received:
Mix Design:
Supplier:
Mortar Type (M,S,N,O,K):
Specified Strength:
Cylinders per Set:
5A 5B 5C
2/3/06 2/3/06 2/3/06
3 3 3
25 25 25
28 28 28
2.05 2.05 2.05
4.18 4.16 4.17
2.04 2.03 2.03
3.30 3.30 3.30
6,530 4,850 6,810
1,980 1,470 2,060
1/9/06
Not given
Spec-mix/On-site
S
1800-2200
3
Standard Test Method for Preconstruction & Construction Evaluation for Plain & Reinforced Unit Masonry
Appendix A 7. Compressive Strength of Molded Masonry Mortar Cylinders and Cubes'
ASTM C 780
Date:
February 2, 2006
Client:
Mr. Steve Kilmer
Bossardt Corporation
8585 W. 78th Street
Suite 100
Minneapolis, MN 55438
Field Data
Set Number:
Date Cast:
Time Cast:
Mortar Temperature (F):
Air Temperature (F):
Maximum Temperature (F):
Minimum Temperature (F):
Samples Cast by:
Sample Location:
Laboratory Data
Sample ill:
Date Tested:
Field Cure (days):
Lab Cure (days):
Test Age (days):
Average Diameter (in.):
Capped Height (in.):
LID Ratio:
Area (sq. in.):
Test Results
Ultimate Load (lbs.):
Compressive Strength (psi):
Project Number: LC-05-03993
Project Description:
Early Childhood Center Westwood Gym
Prior Lake, MN
6
1/4/06
Not given
54
Not given
72
50
TRLlBraun Intertec
Early Childhood Center at Grid B-1 to A-I to A-2 at
Elevation 110'
Date Received:
Mix Design:
Supplier:
Mortar Type (M,S,N,O,K):
Specified Strength:
Cylinders per Set:
6A 6B 6C
2/1/06 2/1/06 2/1/06
3 3 3
25 25 25
28 28 28
2.05 2.04 2.04
4.38 4.55 4.39
2.14 2.23 2.15
3.30 3.27 3.27
6,190 5,960 6,040
1,880 1,820 1,850
Remarks: The samples meet the requirements.
Copies:
1/7/06
Not given
Spec-mixlOn-site
S
1800-2200
3
Standard Test Method for Preconstruction & Construction Evaluation for Plain & Reinforced Unit Masonry
AppendixA7. Compressive Strength of Molded Masonry Mortar Cylinders and Cubes
ASTM C 780
Date:
February 2, 2006
Client:
Mr. Steve Kilmer
Bossardt Corporation
8585 W. 78th Street
Suite 100
Minneapolis, MN 55438
Field Data
Set Number:
Date Cast:
Time Cast:
Mortar Temperature (F):
Air Temperature (F):
Maximum Temperature (F):
Minimum Temperature (F):
Samples Cast by:
Sample Location:
Laboratory Data
Sample ill:
Date Tested:
Field Cure (days):
Lab Cure (days):
Test Age (days):
Average Diameter (in.):
Capped Height (in.):
LID Ratio:
Area (sq. in.):
Test Results
Ultimate Load (lbs.):
Compressive Strength (psi):
Remarks: The samples meet the requiremnts.
Copies:
Project Number: LC-05-03993
Project Description:
Early Childhood Center Westwood Gym
Prior Lake, MN
Date Received:
Mix Design:
Supplier:
Mortar Type (M,S,N,O,K):
Specified Strength:
Cylinders per Set:
7
1/5/06
Not given
55
Not given
Not given
Not given
TRL/Braun Intertec
Early Childhood Center wall at grid G-9 to F -9 at
Elevation 108'
7A 7B 7C
2/2/06 2/2/06 2/2/06
2 2 2
26 26 26
28 28 28
2.04 2.05 2.05
4.15 4.17 4.16
2.03 2.03 2.03
3.27 3.30 3.30
8,040 7,450 7,820
2,460 2,260 2,370
Im06
Not given
Spec-mix/On-site
S
1800-2200
3
BRAUN
INTERTEC
Letter of Transmittal
Client: Bossardt Corporation
Date: March 21, 2006
Braun Intertec Project No: LC-05-03993
Transmittal No: 20
Braun Intertec Corporation
2831 Larson Street
LaCrosse, WI 54603-1814
To: Bob Hutchins
Prior Lake City Hall
16200 Eagle Creek Ave. S.E
Prior Lake, MN 55372
Phone: 952-447-9810
Fax: 952-447-4245
Re: Early Childhood Center/Westwood Gym, Multiple Locations, Prior Lake, MN
This Transmittal is being Sent:
For your approval
As requested
X For your records
For review
I Information Sent
Concrete Tests
Copies
I
Reference Numbers
Set Numbers 42 & 43
I Comments/Clarification
28-day results
I Transmittal List
Katherine Russell, BKBM Engineers
Duane Warren, Bossardt Corporation
Joe Yerbich, Bossardt Corporation
Kevin David, Gresser Concrete & Masonry
Dan Mehleis, Independent School District # 719
Bob Hutchins, Prior Lake City Hall
Lynae Schoen, Wold Architects and Engineers
I Information Sent
Concrete Tests (I)
Concrete Tests (I)
Concrete Tests (I)
Concrete Tests (I)
Concrete Tests (I)
Concrete Tests (I)
Concrete Tests (I)
Sent By:
Phone:
Rhonda R Mosher
(608) 781-7277
Rev. 8/6/04
. Providing engineering and environmental solutions since 1957
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6xl2 Cylinder
Report Date: 3/21/06
Work Order: 6001387
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street, Suite 100
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood CenterfWestwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
42 Mix Design:
2/20/06 Supplier:
7:24 am Specified Air (%):
2/21/06 . Specified Strength (psi):
6 Truck Number.
1.9 Ticket Number.
69 Cylinders per Set
70 Cylinders Cast By:
.5 GAL HRWRA-High Range Water Reducing Admixture (per 10 cu. yds.)
Building Interior, Slab on Grade, Early Childhood Center
Grid H - 8
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. (DF):
Liquid Added On Site:
Pour Location:
Sample LocationINotes:
KIN3565
Cemstone
Not Required
3500
471
1335345
4
Kollmann, Kaleb
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code( s)
42-1 I 6 7 164630 6.00 28.27 5,820 D N D2
42-2 I 27 28 198970 6.01 28.37 7,010 D N EI
42-3 1 27 28 207290 6.01 28.37 7,310 D N El
* Capping Method: N = ASTM C 1231, Unbanded Caps S = ASTM C617, Sulfur Caps
Break Remarks: D2
El
The 7 day test result meets or exceeds the 28 day specified strength.
The average 28 day test result meets or exceeds the specified strength.
TYPES OF FRACTURE
X/\~/ [
ABC 0 E
Con$ Cone Cone _ ~
8. 8.
Split Shear
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6xl2 Cylinder
Report Date: 3/21/06
Work Order: 6001391
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street, Suite 100
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood CenterIWestwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. eF):
Liquid Added On Site:
Pour Location:
Sample Location/Notes:
43
2/20/06
8:24 am
2/21/06
61/4
2.1
71
70
.5 GAL Water (per 10 cu. yds.)
Building Interior, Slab on Grade, Early Childhood Center
Grid E - 5
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number.
Ticket Number.
Cylinders per Set
Cylinders Cast By:
KIN3565
Cemstone
Not Required
3500
329
1335402
4
Kollmann, Kaleb
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code(s)
43-1 I 6 7 166560 6.00 28.27 5,890 C N D2
43-2 I 27 28 217300 6.01 28.37 7,660 0 N EI
43-3 I 27 28 208700 6.01 28.37 7,360 0 N E1
* Capping Method: N = ASTM C1231, Unhanded Caps S = ASTM C617, Sulfur Caps
Break Remarks: 02
EI
The 7 day test result meets or exceeds the 28 day specified strength.
The average 28 day test result meets or exceeds the specified strength
TYPES OF FRACTURE
X)\/.,/ ~
ABC 0 E
~ Cone Cone ber CoIumNlr
&. &.
Spit Sheer
BRAUN
INTERTEC
Letter of Transmittal
Client: Bossardt Corporation
Date: March 22, 2006
Braun Intertec Project No: LC-05-03993
Transmittal No: 21
Braun Intertec Corporation
2831 Larson Street
LaCrosse, WI 54603-1814
To: Bob Hutchins
Prior Lake City Hall
16200 Eagle Creek Ave. S.E
Prior Lake, MN 55372
Phone: 952-447-9810
Fax: 952-447-4245
Re: Early Childhood Center/Westwood Gym, Multiple Locations, Prior Lake, MN
This Transmittal is being Sent:
For your approval
As requested
X For yourrecords
For review
I Information Sent
Masonry Tests
I Copies I Reference Numbers
I SetNumbersl5thru21
I Comments/Clarification
28-day results (Mortar)
I Transmittal List
Katherine Russell, BKBM Engineers
Duane Warren, Bossardt Corporation
Joe Yerbich, Bossardt Corporation
Dan Mehleis, Independent School District # 719
Bob Hutchins, Prior Lake City Hall
Lynae Schoen, Wold Architects and Engineers
I Information Sent
Masonry Tests (I)
Masonry Tests (1)
Masonry Tests (I)
Masonry Tests (I)
Masonry Tests (I)
Masonry Tests (I)
Sent By:
Phone:
Rhonda R Mosher
(608) 781-7277
Rev. 8/6/04
. Providing engineering and environmental solutions since 1957
Standard Test Method for Preconstruction & Construction Evaluation for Plain & Reinforced Unit Masonry
Appendix A7. Compressive Strength of Molded Masonry Mortar Cylinders and Cubes
ASTM C 780
Date:
February 16,2006
Client:
Mr. Steve Kilmer
Bossardt Corporation
8585 W. 78th Street
Suite 100
Minneapolis, MN 55438
Field Data
Set Number:
Date Cast:
Time Cast:
Mortar Temperature (F):
Air Temperature (F):
Maximum Temperature (F):
Minimum Temperature (F):
Samples Cast by:
Sample Location:
Laboratory Data
Sample ill:
Date Tested:
Field Cure (days):
Lab Cure (days):
Test Age (days):
Average Diameter (in.):
Capped Height (in.):
LID Ratio:
Area (sq. in.):
Test Results
Ultimate Load (lbs.):
Compressive Strength (psi):
Remarks: The samples meet the requirements.
Copies:
15
1/19/06
Not given
55
Not given
Not given
Not given
1RL/Braun Intertec
South wall of gym
elevation 124'
15A
2/16/06
4
24
28
2.05
4.17
2.04
3.27
Project Number: LC-05-03993
Project Description:
Early Childhood Center Westwood Gym
Prior Lake, MN
Date Received:
Mix Design:
Supplier:
Mortar Type (M,S,N,O,K):
Specified Strength:
Cylinders per Set:
5,480
1,680
15B 15C
2/16/06 2/16/06
4 4
24 24
28 28
2.05 2.05
4.17 4.14
2.04 2.01
3.27 3.33
5,360 5,190
1,640 1,560
1/23/06
Not given
Spec-mix/On-site
S
1800
3
Re~;/ /d~
td;'~ v v
Project Manager
Standard Test Method for Preconstruction & Construction Evaluation for Plain & Reinforced Unit Masonry
Appendix A 7. Compressive Strength of Molded Masonry Mortar Cylinders and Cubes
ASTM C 780
Date:
February 22,2006
Client:
Mr. Steve Kilmer
Bossardt Corporation
8585 W. 78th Street
Suite 100
Minneapolis, MN 55438
Field Data .
Set Number:
Date Cast:
Time Cast:
Mortar Temperature (F):
Air Temperature (F):
Maximum Temperature (F):
Minimum Temperature (F):
Samples Cast by:
Sample Location:
Laboratory Data
Sample ill:
Date Tested:
Field Cure (days):
Lab Cure (days):
Test Age (days):
Average Diameter (in.):
Capped Height (in.):
LID Ratio:
Area (sq. in.):
Test Results
Ultimate Load (lbs.):
Compressive Strength (psi):
Remarks: The samples meet the requirements.
Copies:
16
1/25/06
Not given
62
Not given
Not given
Not given
TRL/Braun Intertec
West wall of gym at
elevation 124'
16A
2/22/06
5
23
28
2.05
4.30
2.10
3.30
Project Number: LC-05-03993
Project Description:
Early Childhood Center Westwood Gym
Prior Lake, MN
Date Received:
Mix Design:
Supplier:
Mortar Type (M,S,N,O,K):
Specified Strength:
Cylinders per Set:
7,530
2,280
16B 16C
2/22/06 2/22/06
5 5
23 23
28 28
2.05 2.04
4.23 4.20
2.06 2.06
3.30 3.27
7,840 6,470
2,380 1,980
1/30/06
Not given
Spec-mix
S
1800
3
Project Manager
Standard Test Method for PreconstnIction & Construction Evaluation for Plain & Reinforced Unit Masonry
Appendix A7. Compressive Strength of Molded Masonry Mortar Cylinders and Cubes
ASTM C 780
Date:
February 23,2006
Client:
Mr. Steve Kilmer
Bossardt Corporation
8585 W. 78th Street
Suite 100
Minneapolis, MN 55438
Field Data
Set Number:
Date Cast:
Time Cast:
Mortar Temperature (F):
Air Temperature (F):
Maximum Temperature (F):
Minimum Temperature (F):
Samples Cast by:
Sample Location:
Laboratory Data
Sample ill:
Date Tested:
Field Cure (days):
Lab Cure (days):
Test Age (days):
Average Diameter (in.):
Capped Height (in.):
LID Ratio:
Area (sq. in.):
Test Results
illtimate Load (lbs.):
Compressive Strength (psi):
Remarks: The samples meet the requirements.
Copies:
17
1/26/06
Not given
60
Not given
Not given
Not given
TRL/Braun Intertec
West wall of gym at
elevation 130'
17A
2/23/06
4
24
28
2.05
4.35
2.12
3.30
Project Number: LC-05-03993
Project Description:
Early Childhood Center Westwood Gym
Prior Lake, MN
Date Received:
Mix Design:
Supplier:
Mortar Type (M,S,N,O,K):
Specified Strength:
Cylinders per Set:
6,820
2,070
17B 17C
2/23/06 2/23/06
4 4
24 24
28 28
2.05 2.05
4.34 4.34
2.12 2.12
3.30 3,30
6,130 5,460
1,860 1,650
1/30/06
Not given
Spec-mixlOn-site
S
1800
3
R7J2By!!A /"'
Robert s;t;lc I
Project Manager
Standard Test Method for Preconstruction & Construction Evaluation for Plain & Reinforced Unit Masonry
Appendix A7. Compressive Strength of Molded Masonry Mortar Cylinders and Cubes
ASTM C 780
Date:
February 28, 2006
Client:
Mr. Steve Kilmer
Bossardt Corporation
8585 W. 78th Street
Suite 100
Minneapolis, MN 55438
Field Data
Set Number:
Date Cast:
Time Cast:
Mortar Temperature (F):
Air Temperature (F):
Maximum Temperature (F):
Minimum Temperature (F):
Samples Cast by:
Sample Location:
Laboratory Data
Sample ID:
Date Tested:
Field Cure (days):
Lab Cure (days):
Test Age (days):
Average Diameter (in.):
Capped Height (in.):
LID Ratio:
Area (sq. in.):
Test Results
Ultimate Load (lbs.):
Compressive Strength (psi):
Remarks: The samples meet the requirements.
Copies:
Project Number: LC-05-03993
Project Description:
Early Childhood Center Westwood Gym
Prior Lake, MN
Date Received:
Mix Design:
Supplier:
Mortar Type (M,S,N,O,K):
Specified Strength:
Cylinders per Set:
18
1/30/06
Not given
50
Not given
Not given
Not given
TRL/Braun Intertec
South wall of hallway on South side of gym
at elevation 112'
18A 18B 18C
2/27/06 2/27/06 2/27/06
2 2 2
26 26 26
28 28 28
2.05 2.05 2.05
4.42 4.45 4.38
2.16 2.18 2.14
3.30 3.27 3.30
7,670 7,070 6,950
2,320 2,160 2,110
2/1/06
Not given
Spec-mixlOn-site
S
1800
3
Standard Test Method for Preconstruction & Construction Evaluation for Plain & Reinforced Unit Masonry
Appendix A 7. Compressive Strength of Molded Masonry Mortar Cylinders and Cubes
ASTM C 780
Date:
March 2, 2006
Client:
Mr. Steve Kilmer
Bossardt Corporation
8585 W. 78th Street
Suite 100
Minneapolis, MN 55438
Field Data
Set Number:
Date Cast:
Time Cast:
Mortar Temperature (F):
Air Temperature (F):
Maximum Temperature (F):
Minimum Temperature (F):
Samples Cast by:
Sample Location:
Laboratory Data
Sample ID:
Date Tested:
Field Cure (days):
Lab Cure (days):
Test Age (days):
Average Diameter (in.):
Capped Height (in.):
LID Ratio:
Area (sq. in.):
Test Results
Ultimate Load (lbs.):
Compressive Strength (psi):
Remarks: The samples meet the requirements.
Copies:
Project Number: LC-05-03993
Project Description:
Early Childhood Center Westwood Gym
Prior Lake, MN
Date Received:
Mix Design:
Supplier:
Mortar Type (M,S,N,O,K):
Specified Strength:
Cylinders per Set:
19
1/31/06
Not given
46
Not given
Not given
Not given
TRL/Braun Intertec
West wall of hallway on the Southwest comer of gym
at elevation 104
19A 19B 19C
2/28/06 2/28/06 2/28/06
2 2 2
26 26 26
28 28 28
2.05 2.05 2.05
4.20 4.20 4.19
2.05 2.05 2.04
3.30 3.30 3.30
6,550 6,870 6,360
1,980 2,080 1,930
2/2/06
Not given
Spec-mix/On-site
S
1800
3
Standard Test Method for Preconstruction & Construction Evaluation for Plain & Reinforced Unit Masonry
Appendix A 7. Compressive Strength of Molded Masonry Mortar Cylinders and Cubes
ASTM C 780
Date:
March 2, 2006
Client:
Mr. Steve Kilmer
Bossardt Corporation
8585 W. 78th Street
Suite 100
Minneapolis, MN 55438
Field Data
Set Number:
Date Cast:
Time Cast:
Mortar Temperature (F):
Air Temperature (F):
Maximum Temperature (F):
Minimum Temperature (F):
Samples Cast by:
Sample Location:
Laboratory Data
Sample ill:
Date Tested:
Field Cure (days):
Lab Cure (days):
Test Age (days):
Average Diameter (in.):
Capped Height (in.):
LID Ratio:
Area (sq. in.):
Test Results
Ultimate Load (lbs.):
Compressive Strength (psi):
Project Number: LC-05-03993
Project Description:
Early Childhood Center Westwood Gym
Prior Lake, MN
Date Received:
Mix Design:
Supplier:
Mortar Type (M,S,N,O,K):
Specified Strength:
Cylinders per Set:
20
2/1/06
Not given
52
Not given
Not given
Not given
TRL/Braun Intertec
West wall of hallway on Southwest comer
of gym at elevation 122'
20A 20B 20C
3/1/06 3/1/06 3/1/06
4 4 4
24 24 24
28 28 28
2.04 2.04 2.04
4.49 4.42 4.52
2.20 2.17 2.22
3.27 3.27 3.27
11,150 10,410 8,510
3,410 3,180 2,600
Remarks: The samples meet the requirements.
Copies:
2/5/06
Not given
Spec-mix/On-site
S
1800
3
Rev;~'J/J /J/J
JVCF:<-HJ ~ /
Robert Sandvick ~
Project Manager
Standard Test Method for Preconstruction & Construction Evaluation for Plain & Reinforced Unit Masonry
Appendix A 7. Compressive Strength of Molded Masonry Mortar Cylinders and Cubes
ASTM C 780
Date:
March 3, 2006
Client:
Mr. Steve Kilmer
Bossardt Corporation
8585 W. 78th Street
Suite 100
Minneapolis, MN 55438
Field Data
Set Number:
Date Cast:
Time Cast:
Mortar Temperature (F):
Air Temperature (F):
Maximum Temperature (F):
Minimum Temperature (F):
Samples Cast by:
Sample Location:
Laboratory Data
Sample ill:
Date Tested:
Field Cure (days):
Lab Cure (days):
Test Age (days):
Average Diameter (in.):
Capped Height (in.):
LID Ratio:
Area (sq. in.):
Test Results
Ultimate Load (lbs.):
Compressive Strength (psi):
Project Number: LC-05-03993
Project Description:
Early Childhood Center Westwood Gym
Prior Lake, MN
Date Received:
Mix Design:
Supplier:
Mortar Type (M,S,N,O,K):
Specified Strength:
Cylinders per Set:
2/6/06
Not given
Spec-mix/On-site
S
1800
3
21
2/2/06
Not given
60
Not given
Not given
Not given
TRL/Braun Intertec
Early childhood center, wall at grid B-1 0 to B-II
to H-ll at elevation 116
21A 2IB 21C
3/2/06 3/2/06 3/2/06
4 4 4
24 24 24
28 28 28
2.05 2.04 2.04
4.46 4.06 4.38
2.18 1.99 2.15
3.30 3.27 3.27
6,080 5,610 5,940
1,840 1,720 1,820
Remarks: The samples do not meet the requirements.
Copies:
77i ~j.
Robl!ftS"dvi~
Project Manager
BRAUN
INTERTEC
Letter of Transmittal
Client: Bossardt Corporation
Date: March 22, 2006
Braun Intertec Project No: LC-05-03993
Transmittal No: 23
Braun Intertec Corporation
2831 Larson Street
LaCrosse, WI 54603-1814
To: Bob Hutchins
Prior Lake City Hall
16200 Eagle Creek Ave. S.E
Prior Lake, MN 55372
Phone: 952-447-9810
Fax: 952-447-4245
Re: Early Childhood Center/Westwood Gym, Multiple Locations, Prior Lake, MN
This Transmittal is being Sent:
For your approval
As requested
X For your records
For review
, Information Sent
Masonry Tests
Copies
I
Reference Numbers
Set Numbers 3 thru 5
I Comments/Clarification
28-day results (Masonry Prisms Ungrouted)
, Transmittal List
Katherine Russell, BKBM Engineers
Duane Warren, Bossardt Corporation
Joe Yerbich, Bossardt Corporation
Dan Mehleis, Independent School District # 719
Bob Hutchins, Prior Lake City Hall
Lynae Schoen, Wold Architects and Engineers
I Information Sent
Masonry Tests (I)
Masonry Tests (I)
Masonry Tests (I)
Masonry Tests (1)
Masonry Tests (I)
Masonry Tests (I)
Sent By:
Phone:
Rhonda R Mosher
(608) 781-7277
Rev. 8/6/04
. Providing engineering and environmental solutions since 1957
Constructing and Testing Masonry Prisms (Ungrouted)
Used to Determine Compliance with Specified Compressive Strength of Masonry
ASTM C1314
Date:
February 14,2006
Client:
Mr. Steve Kilmer
Bossardt Corporation
8585 W. 78th Street
Suite 100
Minneapolis, MN 55438
Specimen Description
Block Type:
Nominal Size:
Supplier:
Mortar Type:
Location:
Obtained By:
Date Prepared:
Project Number:
Project Des " .:", ~..on:
Early Childhood Center Westwood Gym
Prior Lake, MN
12" Plain stretcher
12
Not given
Not given
South wall of gymnasium at elevation 108'
TRUBraun Intertec
01/17/06
Sample Dimensions
Specimen Number.
Date Received:
Date Tested:
Average Width (in.):
Average Length (in.):
Average Capped Height (in.):
Mortar Joint Thickness (in.):
Height-to-Minimum Thickness Ratio:
Test Results
Test Age (days):
Ultimate Load (lbs.):
Test Area (in. sq.):
Net Area Compressive Strength (psi):
Correction Factor:
Corrected Compressive Strength (psi):
28-day Compressive Strength (psi):
Average 28-day Compressive Strength (psi):
Specified Strength:
Remarks: The samples meet the requirements.
cc:
3A
01/20/06
02/14/06
11.70
15.60
15.73
32/64
1.34
28
240,640
64.00
3760
0.77
2900
2900
3B
01/20/06
02/14/06
11.70
15.60
15.75
32/64
1.35
28
232,540
64.00
3630
0.78
2830
2830
3C
01/20/06
02/14/06
11.68
15.60
15.78
32/64
1.35
28
261,240
64.00
4080
0.78
3180
3180
2970
2000
LC-05-03993
I
Constructing and Testing Masonry Prisms (Ungrouted)
Used to Determine Compliance with Specified Compressive Strength of Masonry
ASTM C1314
Date:
February 20, 2006
Client:
Mr. Steve Kilmer
Bossardt Corporation
8585 W. 78th Street
Suite 100
Minneapolis, MN 55438
Project Number:
LC-05-03993
Project Description:
Early Childhood Center Westwood Gym
Prior Lake, MN
Specimen Description
Block Type:
Nominal Size:
Supplier:
Mortar Type:
Location:
Obtained By:
Date Prepared:
12" Plain stretcher
12
Anchor Block
Not given
West wall of gymnasium at elevation 104'
TRlJBraun Intertec
01/20/06
Sample Dimensions
Specimen Number:
Date Received:
Date Tested:
Average Width (in.):
Average Length (in.):
Average Capped Height (in.):
Mortar Joint Thickness (in.):
Height-to-Minimum Thickness Ratio:
4A
01/26/06
02/17/06
11.65
15.60
23.65
30/64
2.03
Test Results
Test Age (days):
illtimate Load (lbs.):
Test Area (in. sq.):
Net Area Compressive Strength (psi):
Correction Factor:
Corrected Compressive Strength (psi):
28-day Compressive Strength (psi):
Average 28-day Compressive Strength (psi):
Specified Strength:
28
248,170
84.00
2950
1.00
2950
2950
Remarks: The samples meet the requirements.
The net area was assumed.
cc:
4B
01/26/06
02/17/06
11.65
15.60
23.73
30/64
2.04
28
248,910
84.00
2960
1.00
2960
2960
4C
01/26/06
02/17/06
11.65
15.69
23.68
30/64
2.03
28
286,920
84.00
3420
1.00
3420
3420
3110
2000
"~7JBY/ j / J ~
~~U21 ~~ ,
Project Manager
Constructing and Testing Masonry Prisms (Ungrouted)
Used to Determine Compliance with Specified Compressive Strength of Masonry
ASTM C1314
Date:
March 2, 2006
Client:
Mr. Steve Kilmer
Bossardt Corporation
8585 W. 78th Street
Suite 100
Minneapolis, MN 55438
Project Number:
LC-05-03993
Project Description:
Early Childhood Center Westwood Gym
Prior Lake, MN
Specimen Description
Block Type:
Nominal Size:
Supplier:
Mortar Type:
Location:
Obtained By:
Date Prepared:
8" Split face
8
Not given
Not given
West wall of hallway of the Southwest comer of gym at elevation 104'
TRllBraun Intertec
01/31/06
Sample Dimensions
Specimen Number:
Date Received:
Date Tested:
Average Width (in.):
Average Length (in.):
Average Capped Height (in.):
Mortar Joint Thickness (in.):
Height-to-Minimum Thickness Ratio:
5A
02/02/06
02/28/06
7.65
15.60
15.75
32/64
2.06
Test Results
Test Age (days):
Ultimate Load (lbs.):
Test Area (in. sq.):
Net Area CVH"l",,~sive Strength (psi):
Correction Factor:
Corrected CV"Hl'..,,~sive Strength (psi):
28-day Compressive Strength (psi):
Average 28-day Compressive Strength (psi):
Specified Strength:
28
200,640
62.00
3240
1.00
3240
3240
Remarks: The samples meet the requirements.
The net area was assumed.
cc:
5B
02/02/06
02/28/06
7.60
15.65
15.80
32/64
2.08
28
186,910
62.00
3010
1.01
3040
3040
5C
02/02/06
02/28/06
7.60
15.58
15.80
32/64
2.08
28
148,040
62.00
2390
1.01
2410
2410
2900
2000
Reviewed By:
&andvick
Project Manager
/
BRAUN
INTERTEC
Letter of Transmittal
Client: Bossardt Corporation
Date: March 28, 2006
Braun Intertec Project No: LC-05-03993
Transmittal No: 24
Braun Intertec Corporation
2831 Larson Street
LaCrosse, WI 54603-1814
To: Bob Hutchins
Prior Lake City Hall
16200 Eagle Creek Ave. S.E
Prior Lake, MN 55372
Phone: 952-447-9810
Fax: 952-447-4245
Re: Early Childhood Center/Westwood Gym, Multiple Locations, Prior Lake, MN
This Transmittal is being Sent:
For your approval
As requested
X For your records
For review
I Information Sent
Concrete Tests
I Copies I Reference Numbers
1 Set Numbers 44 thru 46
I Comments/Clarification
28-day results
I Transmittal List
Katherine Russell, BKBM Engineers
Duane Warren, Bossardt Corporation
Joe Yerbich, Bossardt Corporation
Kevin David, Gresser Concrete & Masonry
Dan Mehleis, Independent School District # 719
Bob Hutchins, Prior Lake City Hall
Lynae Schoen, Wold Architects and Engineers
I Information Sent
Concrete Tests (I)
Concrete Tests (I)
Concrete Tests (I)
Concrete Tests (1)
Concrete Tests (I)
Concrete Tests (l)
Concrete Tests (I)
Sent By:
Phone:
Rhonda R Mosher
(608) 781-7277
Rev. 8/6/04
Providing engineering and environmental solutions since 1957
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6xl2 Cylinder
Report Date: 3/28/06
Work Order: 6001472
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street, Suite 100
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. (OF):
Liquid Added On Site:
Pour Location:
Sample LocationINotes:
44 Mix Design:
2/21/06 Supplier:
7:15 am Specified Air (%):
2/22/06 Specified Strength (psi):
6 1/4 Truck Number:
1.5 Ticket Number:
68 Cylinders per Set
70 Cylinders Cast By:
.5 GAL HRWRA-High Range Water Reducing Admixture (per 10 cu. yds.)
Building Interior, Slab on Grade, Early Childhood Center
Grid B.5 - 4
KIN 3565
Cemstone
Not Required
3500
732
1335824
4
Kollmann, Kaleb
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code(s)
44-1 1 6 7 162100 6.00 28.27 5,730 D N D2
44,2 1 27 28 213500 6.00 28.27 7,550 D N EI
44-3 1 27 28 209560 6.00 28.27 7,410 D N El
* Capping Method: N = ASTM C1231, Unhanded Caps S = ASTM C617, Sulfur Caps
Break Remarks: D2
El
The 7 day test result meets or exceeds the28 day specified strength.
The average 28 day test result meets or exceeds the specified strength
TYPES OF FRACTURE
X //..
.^^ ,-~~
ABC 0 E
~ Cone Cone $hUI' ~
'" '"
SpIlt Shear
BRAUN
I NTE RTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6xl2 Cylinder
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street, Suite 100
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/W estwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASlM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASlM C 1064)
Air Temp. eF):
Liquid Added On Site:
Pour Location:
Sample LocationINotes:
45 Mix Design:
2/21/06 Supplier:
9:10 am Specified Air (%):
2/22/06 Specified Strength (psi):
6 Truck Number:
1.9 Ticket Number:
72 Cylinders per Set
70 Cylinders Cast By:
.5 GAL HRWRA-High Range Water Reducing Admixture (per 10 cu. yds.)
Building Interior, Slab on Grade, Early Childhood Center
Grid C - 1.5
Report Date: 3/28/06
Work Order: 6001473
KIN 3565
Cemstone
Not Required
3500
641
1335869
4
Kollmann, Kaleb
Compression Test Results
.
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code( s)
45-1 1 6 7 148810 6.00 28.27 5,260 D N D2
45-2 1 27 28 195210 6.00 28.27 6,900 D N El
45-3 1 27 28 191460 6.00 28.27 6,770 D N El
* Capping Method: N = ASlM C1231, Unhanded Caps S = ASlM C617, Sulfur Caps
Break Remarks: D2
El
The 7 day test result meets or exceeds the 28 day specified strength.
The average 28 day test result meets or exceeds the specified strength
TYPES OF FRACTURE
X 1/
. A/\ ~
ABC 0 E
~ Cone Cone Sheer ~,.......
&. 8.
SpIlt Shear
BRAUN
I NTE RTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street, Suite 100
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. COF):
Liquid Added On Site:
Pour Location:
Sample Location/Notes:
46 Mix Design:
2/21/06 Supplier:
9:50 am Specified Air (%):
2/22/06 Specified Strength (psi):
6 1/2 Truck Number:
1.9 Ticket Number:
65 Cylinders per Set:
70 Cylinders Cast By:
.5 GAL HRWRA-High Range Water Reducing Admixture (per 10 cu. yds.)
Building Interior, Slab on Grade, Early Childhood Center
Grid F - 3
Report Date: 3/28/06
Work Order: 6001486
KIN 3565
Cemstone
Not Required
3500
719
1335978
4
Kollmann, Kaleb
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code( s)
46-1 I 6 7 155980 6.00 28.27 5,520 D N D2
46-2 1 27 28 203730 6.00 28.27 7,210 D N EI
46-3 1 27 28 215390 6.00 28.27 7,620 D N E1
* Capping Method: N = ASTM C1231, Unhonded Caps S = ASTM C617, Sulfur Caps
Break Remarks: D2
El
The 7 day test result meets or exceeds the 28 day specified strength.
The average 28 day test result meets or exceeds the specified strength
TYPES OF FRACTURE
X^^?/ __
d/h
i1ert A sfndM
A
~
B
Cone
&
Sptt
C 0 E
Cone $hear ~",'h"j,
&
Shear
BRAUN
I NTE RTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 1/30/06
Work Order: 0512456
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street, Suite 100
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
MeasUred Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp: (OF): (ASTM C 1064)
Air Temp. eF):
Liquid Added On Site: None
Pour Location:
31
12/29/05
1 :25 pm
12/30/05
41/2
5.8
60
34
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set
Cylinders Cast By:
4568
Cemstone
6 +/- 1.5
4500
711
1312703
4
Westphal, Joseph 1.
Building Interior, Foundation Wall, East Gymnasium, 60' west of NE bldg comer, to NE bldg comer, to SE
bldg comer to 25' West of SE b1dg comer. And footing from SW bldg comer to 30' West of SE bldgcomer.
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code( s)
31-1 1 6 7 83780 6.00 28.27 2,960 D N C2
31-2 1 27 28 131660 5.99 28.18 4,670 B N EI
31-3 1 27 28 128620 5.99 28.18 4,560 C N E1
-:2) * Capping Method: N = ASTM C1231, Unhanded Caps S = ASTM C617, Sulfur Caps
Break Remarks: C2 The 7 day test result projects that the specified strength may not be met at28 days according to a typical
age-strength relationship.
.' 1 The average 28 day test result meets or exceeds the specified strength
TYPES OF FRACTURE
X/\A/ _
ABC 0 E
~ Cone Cone ~ Coft,.........
" "
SpIt Shear
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 1/30/06
Work Order: 0512360
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street, Suite 100
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. eF):
Liquid Added On Site: None
Pour Location:
27
12/27/05
12:45 pm
12/28/05
4 3/4
4.4
71
35
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per S~t
Cylinders Cast By:
4568
Cemstone
6 +/- 1.5
4500
567
131n17
4
Westphal, Joseph J.
Building Interior, Foundation Wall, Grids I -1.2 to E-1.2.
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code(s)
27-1 1 6 7 82710 6.00 28.27 2,930 B N C2
27~2 1 27 28 132410 6.00 28.27 4,680 C N E1
27-3 1 27 28 136810 6.00 28.27 4,840 B N EI
* Capping Method: N = ASTM C1231, Unhanded Caps S = ASTM C617, Sulfur Caps
Break Remarks: C2 The 7 day test result projects that the specified strength may not be met at28 days according to a typical
age-strength relationship.
E 1 The average 28 day test result meets or exceeds the specified strength
TYPES OF FRACTURE
X 1\ 1/ I
. .
ABC 0 E
.~ Cone Cone ~ ~
" '"
SpIt Shear
~
RdGert A Sandvi
BRAUN
INTERTEC
Letter of Transmittal
Client: Bossardt Corporation
Date: February 10,2006
Braun Intertec Project No: LC-05-03993
Transmittal No: 11
Braun Intertec Corporation
2831 Larson Street
LaCrosse, WI 54603-1814
To: Bob Hutchins
Prior Lake CiQr Hall
16200 Eagle Creek Ave. S.E
Prior Lake, MN 55372
Phone: 952-447-9810
Fax: 952-447-4245
Re: Early Childhood Center/Westwood Gym, Multiple Locations, Prior Lake, MN
This Transmittal is being Sent:
For your approval
As requested
X For your records
For review.
, Information Sent
Concrete Tests
I Copies I Reference Numbers
1 Set Numbers 6,7,23 thru 37
I Comments/Clarification
28-day results
I Transmittal List
Katherine Russell, BKBM Engineers
Duane Warren, Bossardt Corporation
Joe Yerbich, Bossardt Corporation
Kevin David, Gresser Concrete & Masonry
Dan Mehleis, Independent School District # 719
Bob Hutchins, Prior Lake City Hall
Lynae Schoen, Wold Architects and Engineers
I Information Sent
Concrete Tests (1)
Concrete Tests (1)
Concrete Tests (1)
Concrete Tests (1)
Concrete Tests (1)
Concrete Tests (1)
Concrete Tests (1)
r~
~,
~p4
~
t/'
C~
Sent By:
Phone:
Rhonda R Mosher
(608) 781-7277
Rev. 8/6/04
o. Providing engineering and environmental solutions since 1957
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 1/30/06
Work Order: 0511393
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street, Suite 100
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. eF):
Liquid Added On Site: None
6
11/22/05
12:45 pm
11/23/05
5
6.1
65
40
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set:
Cylinders Cast By:
4568
Cemstone
6 +/- 1.0
4500
385
1292604
4
Westphal, Joseph J.
Pour Location: Building Interior, Foundation Wall, at grids
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code( s)
6-01 1 6 7 113350 6.00 28.27 4,010 C N B2
6-02 1 27 28 164590 6.01 28.37 5,800 D N E1
6-03 1 27 28 150540 6.01 28.37 5,310 B N E1
* Capping Method: N = ASTM C1231, Unhonded Caps S = ASTM C617, Sulfur Caps
Break Remarks: B2 The 7 day test result projects that the specified strength will likely be met at28 days according to a typical
age-strength relationship.
E 1 The average 28 day test result meets or exceeds the specified strength
TYPES OF FRACTURE
X/\AV _
ABC 0 E
~ Cone Cone bar ~
" &
SpIt Shear
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 1/30/06
Work Order: 0511394
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street, Suite 100
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. eF):
Liquid Added On Site: None
Pour Location:
7
11/22/05
1:20 pm
11/23/05
4
5.2
60
40
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set
Cylinders Cast By:
4568
Cemstone
6 +/- 1.5
4500
388
1292687
4
Westphal, Joseph J.
Building Interior, Foundation Wall, at grids
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code(s)
7-01 1 6 7 114810 6.00 28.27 4,060 B N B2
7-02 1 27 28 152780 6.01 28.37 5,390 D N E1
7-03 1 27 28 153510 6.01 28.37 5,410 C N EI
* Capping Method: N = ASTM C 1231, Unhonded Caps S = ASTM C617, Sulfur Caps
Break Remarks: B2
E1
The 7 day test result projects that the specified strength will likely be met at28 days according to a typical
age-strength relationship.
The average 28 day test result meets or exceeds the specified strength
TYPES OF FRACTURE
X/\A/__
A B CD E
~ Cone Cone ~ Coft,.........
" &
Spit Shear
ti
/RoUrt I sandvicY
BRAUN
I:NTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 1/30/06
Work Order: 0512278
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street, Suite 100
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. COF):
Liquid Added On Site:
Pour Location:
23
12/21/05
12:30 pm
12/22/05
3
5.0
75
20
None (per 3 cu. yds.)
Building Interior, Other, footing pad and pier at grids G.8-1.1, and pier G-1.1.
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set
Cylinders Cast By:
4568
Cemstone
6 +/- 1.5
4500
737
1308835
4
Westphal, Joseph J.
Sample No.
23-1
23-2
23-3
Field
Cure
( days)
1
1
1
Lab
Cure
(days)
6
27
27
Test
Age
(days)
7
28
28
Compression Test Results
MaX. Cylinder Cylinder
Load Diameter Area
(pounds) (in.) (sq. in.)
120290 6.01 28.37
139300 6.00 28.27
138400 6.00 28.27
Strength
(psi)
4,240
4,930
4,890
Fracture
Type
B
B
D
Capping
Method *
N
N
N
Remarks
Code(s)
B2
E1
E1
Break Remarks: B2
* Capping Method: N =ASTM C1231, UnhondedCaps S =ASTM C617,Sulfur Caps
The 7 day test result projects that the specified strength will likely be met at28 days according to a typical
age-strength relationship.
The average 28 day test result meets or exceeds the specified strength
E1
TYPES OF FRACTURE
X 1\//
. .
ABC 0 E
~ (;one Cone $hear ~
" '"
Spit Shear
tY/
~ ~//
,R'd6ert A sa6dvick v
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 1/30/06
Work Order: 0512337
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street, Suite 100
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. (OF):
Liquid Added On Site: None
Pour Location:
24
12/23/05
12:00 pm
12/24/05
41/4
1.8
72
35
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set:
Cylinders Cast By:
3047
Cemstone
Not Required
3000
535
1310511
4
Loosbrock, Tom R
Building Interior, Footing, Gymnasium- Footings against existing building
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code( s)
24-1 1 6 7 98390 6.00 28.27 3,480 B N D2
24-2 1 27 28 142940 6.00 28.27 5,060 C N EI
24-3 1 27 28 146330 6.00 28.27 5,180 B N El
* Capping Method: N = ASTM C1231, Unhonded Caps S = ASTM C617, Sulfur Caps
Break Remarks: D2
E1
The 7 day test result meets or exceeds the 28 day specified strength.
The average 28 day test result meets or exceeds the specified strength
TYPES OF FRACTURE
X^^,/ _
ABC 0 E
~ Cone Cone bar Columnar
" "
SpIt Shear
BRAUN
I NTE RTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 1/30/06
Work Order: 0512338
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street, Suite 100
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/W estwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. COF):
Liquid Added On Site:
Pour Location:
25
12/23/05
1 :00 pm
12/24/05
5
3.1
72
35
10 GAL Water (per 10 cu. yds.)
Building Interior, Foundation Wall, Early Childhood Center@ Grid 1-1.2 to 1-4
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number: .
Ticket Number:
Cylinders per Set:
Cylinders Cast By:
4568
Cemstone
6 +/- 1.5
4500
526
1310632
5
Loosbrock, Tom R
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code( s)
25-1 1 6 7 102630 6.00 28.27 3,630 C N B2
25-2 1 27 28 153560 6.00 28.27 5,430 D N E1
25-3 1 27 28 167520 6.00 28.27 5,920 B N E1
* Capping Method: N = ASTM C 1231, Unhonded Caps S = ASTM C6l7, Sulfur Caps
Break Remarks: B2
The 7 day test result projects that the specified strength will likely be met at28 days according to a typical
age-strength relationship.
The average 28 day test result meets or exceeds the specified strength
E1
TYPES OF FRACTURE
XAI/
A
~
B
Cone
"
SplIt
C 0 E
Cone Shur ~
&
Shear
/J#L
~obert A Sand~ick
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 1/30/06
Work Order: 0512339
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street, Suite 100
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. eF):
Liquid Added On Site: None
Pour Location:
26
12/23/05
1 :30 pm
12/24/05
51/2
5.4
71
35
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set:
Cylinders Cast By:
4568
Cemstone
6 +/- 1.5
4500
446
4
etomquist
Building Interior, Foundation Wall, Early Childhood Center @ Grid 1-2 to 1-4
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code(s)
26-01 1 6 7 99030 6.00 28.27 3,500 D N B2
26-02 1 27 28 147000 6.00 28.27 5,200 C' N E1
26-03 1 27 28 142830 6.00 28.27 5,050 C N E1
* Capping Method: N = ASTM C1231, Unhonded Caps S = ASTM C6l7, Sulfur Caps
Break Remarks: B2
E1
The 7 day test result projects that the specified strength will likely be met at28 days according to a typical
age-strength relationship.
The average 28 day test result meets or exceeds the specified strength
TYPES OF FRACTURE
X/\A/ _
A B CD E
~ Cone Cone ~ Columnar
" "
Split Sheer
{[<e:~/
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 1/30/06
Work Order: 0512361
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street, Suite 100
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/W estwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. COF):
Liquid Added On Site: None
Pour Location:
28
12/27/05
1:15 pm
12/28/05
3 1/2
2.2
72
35
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cy linders per Set
Cy linders Cast By:
3047
Cemstone
Not Required
3000
576
1311147
4
Westphal, Joseph J.
Building Interior, Footing, East Gymnasium, 25' West ofSE Building Comer, to SE Building Comer, to NE
Building Comer.
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code(s)
28-1 1 6 7 98010 6.00 28.27 3,470 C N D2
28-2 1 27 28 147190 6.00 28.27 5,210 D N E1
28-3 1 27 28 146440 6.00 28.27 5,180 C N E1
* Capping Method: N = ASTM C 1231, Unhonded Caps S = ASTM C617, Sulfur Caps
Break Remarks: D2
E1
The 7 day test result meets or exceeds the 28 day specified strength.
The average 28 day test result meets or exceeds the specified strength
TYPES OF FRACTURE
XAA/_
A B CD E
0::lM Cone Cone $hUr Coft,........
&. &.
SpfItShear
BRAUN
I NTE RTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 1/30/06
Work Order: 0512394
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street, Suite 100
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. COF):
Liquid Added On Site: None
Pour Location:
29
12/28/05
12:50 pm
12/29/05
4 3/4
5.2
65
33
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set:
Cylinders Cast By:
3047
Cemstone
6 +/- 1.5
4000
653
131
4
Anderson, Robert
Building Interior, Footing, at grid1ine G to 1- 8
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks
Sample No. (days) ( days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code( s)
29-1 1 6 7 104730 6.00 28.27 3,700 D N B2
29-2 1 27 28 150640 5.99 28.18 5,350 C N E1
29-3 1 27 28 147350 5.99 28.18 5,230 B N E1
* Capping Method: N = ASTM C1231, Unhonded Caps S = ASTM C617, Sulfur Caps
E1
The 7 day test result projects that the specified strength will likely be met at28 days according to a typical
age-strength relationship.
The average 28 day test result meets or exceeds the specified strength.
Break Remarks: B2
TYPES OF FRACTURE
X/\ A/ ·
. -'~
ABC 0 E
~ Cone Cone $hear ~.iI"'"
&. &.
SpIt Shear
Rohlrt A Sandvick
BRAUN
I:NTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 1/30/06
Work Order: 0512395
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street, Suite 100
Suite 100
Minneapolis, MN 55438
Project: LC-OS-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. eF):
Liquid Added On Site:
Pour Location:
30
12/28/05
I :25 pm
1/4/06
3 3/4
2.1
63
35
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set:
Cylinders Cast By:
3047
Cemstone
Not Required
3000
531
1311930
4
Westphal, Joseph J.
None
Building Interior, Footing, East Gymnasium, Existing Building, to SW building Comer, to NW Building
Comer, And NE building comer, to 60' West ofNE building comer.
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code(s)
30-1 7 0 7 101440 6.00 28.27 3,590 B N D2
30-2 28 0 28 148130 5.99 28.18 5,260 D N E1
30-3 28 0 28 150270 5.99 28.18 5,330 C N E1
* Capping Method: N = ASTM C 1231, Unhonded Caps S = ASTM C617, Sulfur Caps
Break Remarks: D2
E1
The 7 day test result meets or exceeds the 28 day specified strength.
The average 28 day test result meets or exceeds the specified strength
TYPES OF FRACTURE
XAA/_
A B CD E
~ Corle .Cone. ~ Columnar
" $0;
SpIt Shear
//
~~ViCk
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 1/30/06
Work Order: 0512458
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street, Suite 100
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/W estwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C23 I)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. COF):
Liquid Added On Site: None
Pour Location:
32
12/29/05
1 :50 pm
12/30/05
5
4.6
64
34
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set
Cylinders Cast By:
4568
Cemstone
6 +/- 1.5
4500
720
1312695
4
Westphal, Joseph J.
Building Interior, Foundation Wall, East Gymnasium, 60' west of NE bldg comer, to NE bldg comer, to SE
bldg comer to 25' West of SE b1dg comer. And footing from SW bldg comer to 30' West of SE bldg comer.
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code(s)
32-1 1 6 7 91410 6.00 28.27 3,230 C N B2
32-2 1 27 28 134810 5.99 28.18 4,780 B N EI
32-3 1 27 28 133380 5.99 28.18 4,730 B N E1
* Capping Method: N = ASTM C 1231, Unhonded Caps S = ASTM C617, Sulfur Caps
Break Remarks: B2
E1
The 7 day test result projects that the specified strength will likely be met at28 days according to a typical
age-strength relationship.
The average 28 day test result meets or exceeds the specified strength
TYPES OF FRACTURE
.X... Iv
- ~ ..
ABC 0 E
~ Cone Cone bar ~
&. &
Split Shear
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 1/30/06
Work Order: 0512504
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street, Suite 100
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/W estwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. COF):
Liquid Added On Site:
Pour Location:
Sample LocationINotes:
33
12/30/05
1 :25 pm
1/3/06
3
6.0
58
35
o GAL Water (per 10 cu. yds.)
Building Exterior, Column Pad,
Grid D-2
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set
Cylinders Cast By:
4568
Cemstone
6 +/- 1.5
4000
631
7193
4
Kollmann, Kaleb
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code( s)
33-1 4 3 7 93770 6.00 28.27 3,320 B N B2
33-2 4 24 28 132200 5.99 28.18 4,690 B N E1
33-3 4 24 28 140000 5.99 28.18 4,970 D N El
* Capping Method: N = ASTM C1231, Unhonded Caps S = ASTM C6l7, Sulfur Caps
Break Remarks: B2
E1
The 7 day test result projects that the specified strength will likely be met at28 days according to a typical
age-strength relationship.
The average 28 day test result meets or exceeds the specified strength
TYPES OF FRACTURE
X. 1\;\ /
A B CD E
~ Cone Cone Shear ~
3. '"
Split Shear
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 2/8/06
Work Order: 6000082
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street, Suite 100
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. (OF):
Liquid Added On Site:
Pour Location:
34
1/3/06
1 :26 pm
1/4/06
43/4
5.3
71
35
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set:
Cylinders Cast By:
4568
Cemstone
6 +/- 1.5
4000
o
4
Tornquist, Erik J
None
Building Exterior, Foundation Wall, South and west sides of gym
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code(s)
34-01 1 6 7 118400 6.00 28.27 4,190 B N D2
34-02 1 27 28 153780 6.00 28.27 5,440 B N E1
34-03 1 27 28 156780 6.00 28.27 5,540 D N E1
* Capping Method: N = ASTM C1231, Unhonded Caps S = ASTM C617, Sulfur Caps
Break Remarks: D2
E1
The 7 day test result meets or exceeds the 28 day specified strength.
The average 28 day test result meets or exceeds the specified strength
TYPES OF FRACTURE
X/\A/_
A B CD E
~ Cone Cone $'-'11II' Coft,.........
,,&
SplIt Shear
~~
.?Robert'1\. Saridvick l./"
BRAUN
liNTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 2/8/06
Work Order: 6000083
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street, Suite 100
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/W estwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. COF):
Liquid Added On Site: None
Pour Location: Building Exterior, Foundation Wall, north side of gym
35
1/4/06
12:29 pm
1/6/06
51/4
5.8
70
33
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set
Cylinders Cast By:
4568
Cemstone
6 +/- 1.5
4000
250
4
Tornquist, Erik J
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code( s)
35-01 2 5 7 95210 6.00 28.27 3,370 B N B2
35-02 2 26 28 151080 6.00 28.27 5,340 B N E1
35-03 2 26 28 145540 6.00 28.27 5,150 D N E1
* Capping Method: N = ASTM C1231, Unhonded Caps S = ASTM C617, Sulfur Caps
El
The 7 day test result projects that the specified strength will likely be met at28 days according to a typical
age-strength relationship.
The average 28 day test result meets or exceeds the specified strength
Break Remarks: B2
TYPES OF FRACTURE
X/\^~_
ABC 0 E
~ Cone Cone ~ Coft,.......
& &.
SplIt Shear
~--
;
Robert j( Sand~ck
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 2/8/06
Work Order: 6000102
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street, Suite 100
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/W estwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. COF):
Liquid Added On Site: None
Pour Location:
36
1/5/06
12:45 pm
1/7/06
61/2
4.8
69
32
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set
Cylinders Cast By:
4568
Cemstone
6 +/- 1.5
4000
709
01315259
4
Jaworski, Jason
Building Exterior, Wall, Stoop wall grid 1-9.5
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code( s)
36-1 2 5 7 94550 6.00 28.27 3,340 D N B2
36-2 2 26 28 144940 5.99 28.18 5,140 B N El
36-3 2 26 28 137500 5.99 28.18 4,880 B N E1
* Capping Method: N = ASTM C1231, Unhonded Caps S = ASTM C6l7, Sulfur Caps
Break Remarks: B2
E1
The 7 day test result projects that the specified strength will likely be met at28 days according to a typical
age-strength relationship.
The average 28 day test result meets or exceeds the specified strength
TYPES OF FRACTURE
X_/\I/~'
A B CD E
~ Cone Cone $hear ~
" '"
SpIt Shear
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 2/8/06
Work Order: 6000104
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street, Suite 100
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. COF):
Liquid Added On Site: None
Pour Location:
37
1/5/06
1 :30 pm
1/7/06
61/4
5.6
63
32
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set
Cylinders Cast By:
4568
Cemstone
6 +/- 1.5
4000
670
01315289
4
Jaworski, Jason
Building Interior, Footing, Early Childhood Center, Footing pads and piers, Grids G-2, G-3, G-3.8, F-4,
G-5, G-6, G-6.8, H-2, H-5, H-6, H-6.8
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code(s)
37-01 2 5 7 101390 6.00 28.27 3,590 C N B2
37-02 2 26 28 137950 5.99 28.18 4,900 D N E1
37-03 2 26 28 131630 5.99 28.18 4,670 C N E1
* Capping Method: N = ASTM C1231, Unhonded Caps S = ASTM C617, Sulfur Caps
Break Remarks: B2
El
The 7 day test result projects that the specified strength will likely be met at28 days according to a typical
age-strength relationship.
The average 28 day test result meets or exceeds the specified strength
TYPES OF FRACTURE
X.A/'/
ABC 0 E
CoM Cone Cone ~ ~
" &
SpIt Shear
"'/'
BRAUN
I NTE RTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 1/6/06
Work Order: 0512456
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. eF):
Liquid Added On Site: None
Pour Location:
31
12/29/05
1:25 pm
12/30/05
41/2
5.8
60
34
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set
Cylinders Cast By:
4568
Cemstone
6 +/- 1.5
4500
711
1312703
4
Westphal, Joseph J.
Building Interior, Foundation Wall, East Gymnasium, 60' west of NE bldg comer, to NE b1dg comer, to SE
bldg comer to 25' West ofSE bldg comer. And footing from SW b1dg comer to 30' West ofSE bldg comer.
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type
31-1 1 6 7 83780 6.00 28.27 2,960 D
* Capping Method: N = ASTM C 1231, Unhonded Caps S = ASTM C617, Sulfur Caps
Capping Remarks
Method * Code(s)
N C2
I (
~vl-.,p
Break Remarks: C2
The 7 day test result projects that the specified strength may not be met at28 days according to a typical
age-strength relationship.
~ 7"~
,
~ ~J~
:t /.'1-
too 78'1 7..z77/~Lerf ,
~ao Jl'S6 ;:J. (!J ~J' -5 ~ Cr.~ tp;sc.
/.f)tI~U it ~~
;:vrl--
97 J-- -206 (!)
,
TYPES OF FRACTURE
X/\!/ ~
A Be DE
c-on. Cone Cone $Mer Coft,.........
" ""
SpIt Shear
o~ y
)}I~D lJ P
;"fV
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 12/29/05
Work Order: 0512277
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. eF):
Liquid Added On Site: None
Pour Location:
22
12/20/05
2:45 pm
12/21/05
5
3.1
68
20
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cy linders per Set
Cylinders Cast By:
4568
Cemstone
6 +/- 1.5
4500
513
1308247
5
Loosbrock, Tom R
Building Interior, Wall, Early childhood center, at grid 1-5 to 1-9.
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type
22-1 1 2 3 80070 6.00 28.27 2,830 D
22-2 1 6 7 124830 6.00 28.27 4,410 C
Capping Remarks
Method * Code(s)
N A1
N B2
Break Remarks: Al
B2
* Capping Method: N =ASTM C1231, UnhondedCaps S = ASTM C617, Sulfur Caps
The sample is reported per contractor request
The 7 day test result projects that the specified strength will likely be met at28 days according to a typical
age-strength relationship.
.eeyrf ,&I'&i i fesJ
/Ctu uM ~ C_#HO~
TYPES OF FRACTURE
X ^ ^/ ___
ABC 0 E
~ Cone Cone $hNr ()L"..j....
" &.
Spit Shear
R.6bert,/( Sandvick ~
-"-,-_..__..--.~..
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 1/6/06
Work Order: 0512360
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/W estwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. (Of):
Liquid Added On Site: None
27
12/27/05
12:45 pm
12/28/05
4 3/4
4.4
71
35
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set:
Cylinders Cast By:
4568
Cemstone
6 +/- 1.5
4500
567
1311117
4
Westphal, Joseph J.
Pour Location:
Building Interior, Foundation Wall, Grids I -1.2 to E-1.2.
Sample No.
27-1
Field
Cure
(days)
1
Lab
Cure
(days)
6
Test
Age
(days)
7
Compression Test Results
Max. Cylinder Cylinder
Load Diameter Area
(pounds) (in.) (sq. in.)
82710 6.00 28.27
Strength
(psi)
2,930
Fracture
Type
B
Capping
Meth'od *
N
Remarks
Code(s)
C2
* Capping Method: N = ASTM C1231, UnhondedCaps S =ASTM C617, Sulfur Caps
Break Remarks: C2 The 7 day test result projects that the specified strength may not be met at28 days according to a typical
age-strength relationship.
TYPES OF FRACTURE
X^^/_
ABC 0 E
~ Cone Cone ShNr Co/l',...,,,Ci,
& ..
SpIt Shear
~
BRAUN
INTERTEC
Letter of Transmittal
Client: Bossardt Corporation
Date: December 29,2005
Braun Intertec Project No: LC-05-03993
Transmittal No: 7
Braun Intertec Corporation
2831 Larson Street
LaCrosse, WI 54603-1814
To: Bob Hutchins
Prior Lake City Hall
16200 Eagle Creek Ave. S.E
Prior Lake, MN 55372
Phone: 952-447-9810
Fax: 952-447-4245
Re: Early Childhood Center/Westwood Gym, Multiple Locations, Prior Lake, MN
This Transmittal is being Sent:
For your approval
As requested
X For your records
For review
, Information Sent
Concrete Tests
I Copies I Reference Numbers
1 Report #'s 8 thru 10 & 20 thru 23
I Comments/Clarification J
28-day results (Set #'s 8 thru 10); 7-day results (Set #'s
20 thru 23)
I Transmittal List
Katherine Russell, BKBM Engineers
Duane Warren, Bossardt Corporation
Joe Yerbich, Bossardt Corporation
Kevin David, Gresser Concrete & Masonry
Dan Mehleis, Independent School District # 719
Bob Hutchins, Prior Lake City Hall
Lynae Schoen, Wold Architects and Engineers
I Information Sent
Concrete Tests (1)
Concrete Tests (I)
Concrete Tests (1)
Concrete Tests (1)
Concrete Tests (1)
Concrete Tests (1)
Concrete Tests (1)
Sent By:
Phone:
Rhonda R Mosher
(608) 781-7277
Rev. 8/6/04
. Providing engineering and environmental solutions since 1957
BRAUN
INTERTEC
Letter of Transmittal
Client: Bossardt Corporation
Braun Intertec Project No: LC-05-03993
Transmittal No:
8
Date: January 06, 2006
Braun Intertec Corporation
2831 Larson Street
LaCrosse, WI 54603-1814
To: Bob Hutchins
Prior Lake City Hall
16200 Eagle Creek Ave . S.E
Prior Lake, MN 55372
Phone: 952-447-9810
Fax: 952-447-4245
Re: Early Childhood Center/Westwood Gym, Multiple Locations, Prior Lake, MN
This Transmittal is being Sent:
For your approval
As requested
x . For your records
For review
I Information Sent
Concrete Tests
I Copies Reference Numbers
1 Set #'s 11 thru 17 & 24 thru 33
I Comments/Clarification I
28-day results (Set #'s 11 thru 17); 7-day results (Set #'s
24 thru 33)
I Transmittal List
Katherine Russell, BKBM Engineers
Duane Warren, Bossardt Corporation
Joe Yerbich, Bossardt Corporation
Kevin David, Gresser Concrete & Masonry
Dan Mehleis, Independent School District # 719
Bob Hutchins, Prior Lake City Hall
Lynae Schoen, Wold Architects and Engineers
I Information Sent
Concrete Tests (1)
Concrete Tests (1)
Concrete Tests (1)
Concrete Tests (1)
Concrete Tests (1)
Concrete Tests (1)
Concrete Tests (1)
Sent By:
Phone:
Rhonda R Mosher
(608) 781-7277
Rev. 8/6/04
Providing engineering and environmental solutions since 1957
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 12/29/05
Work Order: 0511594
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. COF):
Liquid Added On Site: None
Pour Location:
8
11/29/05
1 :20 pm
11/30/05
4
6.0
61
20
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set
Cylinders Cast By:
4568
Cemstone
6 +/- 1.5
4500
738
1295792
4
Smolarek, Brent S
Building Exterior, Wall, Early Childhood Center grids 0.6.5 to D-5 to B-5 to B-1 to A-I to A-3 to B-3, C-1
to D.3-1
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code(s)
8-01 1 6 7 121880 6.00 28.27 4,310 C N B2
8-02 1 27 28 177420 6.00 28.27 6,270 D N E1
8-03 I 27 28 172360 6.00 28.27 6,100 C N El
* Capping Method: N = ASTM C1231, Unhonded Caps S = ASTM C617, Sulfur Caps
Break Remarks: B2
E1
The 7 day test result projects that the specified strength will likely be met at28 days according to a typical
age-strength relationship.
The average 28 day test result meets or exceeds the specified strength
TYPES OF FRACTURE
XAI/_
ABC 0 E
Cone Cone Cone $hNr CC/lil..........
& &
SpIt Shear
BRAUN
I NTE RTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 12/29/05
Work Order: 0511595
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. eF):
Liquid Added On Site: None
PoUr Location:
9
11/29/05
1 :58 pm
1l!30/05
4
4.1
60
20
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set
Cylinders Cast By:
4568
Cemstone
6 +/- 1.5
4500
668
1295818
4
Smolarek, Brent S
Building Exterior, Wall, Early Childhood Center grids ~6.5 to D-5 to B-5 to B-1 to A-I to A-3 to B-3, C-1
to D.3-1
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code( s)
9-01 1 6 7 131190 6.00 28.27 4,640 B N D2
9-02 1 27 28 175650 6.00 28.27 6,210 D N El
9-03 1 27 28 170290 6.00 28.27 6,020 B N El
* Capping Method: N = ASTM C 1231, Unbonded Caps S = ASTM C617, Sulfur Caps
Break Remarks: D2
E1
The 7 day test result meets or exceeds the 28 day specified strength.
The average 28 day test result meets or exceeds the specified :.;.....gth
TYPES OF FRACTURE
X /\ ^/ ~
ABC 0 E
~ Cone Cone ~ Cok.."",..
& &
SpIt snear
1iI~
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 12/29/05
Work Order: 0511721
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. eF):
Liquid Added On Site: None
Pour Location:
10
12/1/05
1 :20 pm
12/2/05
3 II2
4.8
70
20
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (J>si):
Truck Number:
Ticket Number:
Cylinders per Set
Cylinders Cast By:
4568
Cemstone
6 +/- 1.5
4500
521
1297618
4
Smolarek, Brent S
Building Exterior, Foundation Wall, Early Childcare Center at grids A-I to C-1, wall stoops at grids A-2.5 to
A-9.5
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code(s)
10-1 1 6 7 102800 6.00 28.27 3,640 D N B2
10-2 1 27 28 152190 6.00 28.27 5,380 C N El
10-3 1 27 28 143520 6.00 28.27 5,080 D N E1
* Capping Method: N = ASTM C1231, Unhonded Caps S = ASTM C617, Sulfur Caps
Break Remarks: B2
El
The 7 day test result projects that the specified strength will likely be met at28 days according to a typical
age-strength relationship.
The average 28 day test result meets or exceeds the specified strength
TYPES OF FRACTURE
X/\I;/ _
ABC 0 E
~ Cone Cone ShiMr 00Unnar
" ,.
SpIt Shear
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 1/6/06
Work Order: 0511725
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. COF):
Liquid Added On Site: None
Pour Location: Building Exterior, Foundation Wall, Early Childhood Center grids E to G from 1.2 to 1.3
11
12/2/05
1:15 pm
12/3/05
3
4.2
74
20
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set
Cylinders Cast By:
4568
Cemstone
6 +/- 1.5
4500
738
1298733
4
Smolarek, Brent S
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code(s)
11-1 1 6 7 111950 6.00 28.27 3,960 D N B2
11-2 1 27 28 159430 6.00 28.27 5,640 B N E1
11-3 1 27 28 162540 6.00 28.27 5,750 D N EI
* Capping Method: N = ASTM C 1231, Unhonded Caps S = ASTM C617, Sulfur Caps
Break Remarks: B2
E1
The 7 day test result projects that the specified .,i.....ugth will likely be met at28 days according to a typical
age-strength relationship.
The average 28 day test result meets or exceeds the specified strength
TYPES OF FRACTURE
X/\!/ I
ABC 0 E
~ Cone Cone Shear ~
.. ..
SpIt Shear
BRAUN
I NTE RTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 1/6/06
Work Order: 0511809
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. COF):
Liquid Added On Site: None
Pour Location:
12
12/5/05
2:00 pm
12/6/05
51/4
1.9
50
5
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (PSi):
Truck Number:
Ticket Number:
Cylinders per Set
Cylinders Cast By:
3047
Cemstone
None
3000
o
o
4
Smo1arek, Brent S
Building Exterior, Footing, Early Childhood Center Grids :&11 to H-11 to 1-7.5
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code(s)
12-1 1 6 7 96450 6.00 28.27 3,410 C N D2
12-2 1 27 28 136650 6.00 28.27 4,830 B N E'l
12-3 1 27 28 146530 6.00 28.27 5,180 C N El
* Capping Method: N = ASTM C1231, Unhonded Caps S =ASTM C6l7, Sulfur Caps
Break Remarks: D2
E1
The 7 day test result meets or exceeds the 28 day specified strength.
The average 28 day test result meets or exceeds the specified strength
TYPES OF FRACTURE
XAA/ _'_
ABC 0 E
~ Cone Cone Sheer Cotl'.bd!''''
" &
Split Shear
Robert A Sarilvick '
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 1/6/06
Work Order: 0511810
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. eF):
Liquid Added On Site: None
Pour Location:
13
12/5/05
2:30 pm
12/6/05
71/2
1.1
55
5
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set
Cylinders Cast By:
3047
Cemstone
None
3000
171
1299552
4
Smo1arek, Brent S
Building Exterior, Footing, Early Childhood Center Grids Fr 11 to H-11 to 1-7.5
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code( s)
13-1 1 6 7 73740 6.00 28.27 2,610 B N B2
13-2 1 27 28 131810 6.00 28.27 4,660 B N El
13-3 1 27 28 133900 6.00 28.27 4,740 C N E1
* Capping Method: N = ASTM C 1231, Unhonded Caps S = ASTM C617, Sulfur Caps
Break Remarks: B2
El
The 7 day test result projects that the specified strength will likely be met at28 days according to a typical
age-strength relationship.
The average 28 day test result meets or exceeds the specified strength
TYPES OF FRACTURE
X^^/_
A B CD E
~ Cone Cone $heer CoIuJ,..,..".
&&
SpIt Shear
Robert A ~andMk '
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 1/6/06
Work Order: 0511896
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. (Of):
Liquid Added On Site:
Pour Location:
Sample LocationINotes:
14
12/8/05
12:40 pm
12/9/05
3
2.2
62
18
10 GAL Water (per 10 cu. yds.)
Building Interior, Footing, Grid 1.2 to 7.1 on grid1ine I
Sampled at grid 1-6.8
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set
Cylinders Cast By:
3047
Cemstone
Not Required
3000
668
1301498
4
Field, Bryan C.
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code( s)
14-1 I 6 7 91600 6.00 28.27 3,240 B N D2
14-2 1 27 28 138330 6.00 28.27 4,890 D N E1
14-3 1 27 28 141800. 6.00 28.27 5,020 B N E1
* Capping Method: N = ASTM C1231, Unhonded Caps S = ASTM C617, Sulfur Caps
Break Remarks: D2
E1
The 7 day test result meets or exceeds the 28 day specified strength.
The average 28 day test result meets or exceeds the specified strength.
TYPES OF FRACTURE
X^^/_
ABC 0 E
e:on. Cme Cone $hear CoJu."......
& '"
SpftShear
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 1/6/06
Work Order: 0511897
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. (OF):
Liquid Added On Site:
Pour Location:
Sample LocationINotes:
15
12/8/05
1:15 pm
12/9/05
5
1.7
61
18
10 GAL Water (per 10 cu. yds.)
Building Interior, Footing, Grid 1.2 to 7.1 on gridline 1.
Sampled at grid 1-3.7
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set
Cylinders Cast By:
3047
Cemstone
Not Required
3000
516
1301559
4
Field, Bryan C.
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code( s)
15-1 I 6 7 82910 6.00 28.27 2,930 D N B2
15-2 1 27 28 125540 6.00 28.27 4,440 C N El
15-3 1 27 28 129170 6.00 28.27 4,570 D N El
* Capping Method: N = ASTM C1231, Unhonded Caps S = ASTM C6l7, Sulfur Caps
Break Remarks: B2
E1
The 7 day test result projects that the specified strength will likely be met at28 days according to a typical
age-strength relationship.
The average 28 day test result meets or exceeds the specified strength
TYPES OF FRACTURE
XI\A/ _'_
ABC 0 E
eon. c:::oneCone ~ Colt,.""I,,,,;,c,,,
& "
SpIt Shear
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 1/6/06
Work Order: 0511899
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. COF):
Liquid Added On Site:
Pour Location:
Sample Location/Notes:
16
12/8/05
1 :40 pm
12/9/05
4
1.6
62
18
10 GAL Water (per 10 cu. yds.)
Building Interior, Footing, Grid 1.2 to 7.1 on gridline I.
Sampled at grid 1-1.5
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set
Cylinders Cast By:
3047
Cemstone
Not Required
3000
514
1301588
4
Field, Bryan C.
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture Capping. Remarks
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code( s)
16-1 1 6 7 84340 6.00 28.27 2,980 C N B2
16-2 1 27 28 129060 6.00 28.27 4,560 C N EI
16-3 1 27 28 123150 6.00 28.27 4,360 B N E1
* Capping Method: N = ASTM C1231, Unbonded Caps S = ASTM C617, Sulfur Caps
Break Remarks: B2
E1
The 7 day test result projects that the specified strength will likely be met at28 days according to a typical
age-strength relationship.
The average 28 day test result meets or exceeds the specified strength
TYPES OF FRACTURE
X/\//_
ABC 0 E
~ Cone Cone ... 001\..,."1.",,,
" &
SpIt Shear
#/1
If:A ,j'ondvick ..
BRAUN
I NTE RTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 1/6/06
Work Order: 0511900
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
. Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. eF):
Liquid Added On Site: None
Pour Location: Building Interior, Foundation Wall, Grid F to G on gridline 11 and piers at grid C-9, C-10, D-9, and D-10.
Sample LocationINotes: Sampled at foundation wall
17
12/8/05
2:20 pm
12/9/05
3 1/2
5.0
60
18
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set
Cylinders Cast By:
4568
Cemstone
6 +/- 1.0
4000
576
1301726
4
Field, Bryan C.
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code( s)
17-1 1 6 7 108980 6.00 28.27 3,850 B N B2
17-2 1 27 28 125340 6.00 28.27 4,430 D N E1
17-3 1 27 28 129450 6.00 28.27 4,580 B N E1
* Capping Method: N = ASTM C1231, Unhonded Caps S = ASTM C617, Sulfur Caps
Break Remarks: B2
The 7 day test result projects that the specified strength will likely be met at28 days according to a typical
age-strength relationship.
The average 28 day test result meets or exceeds the specified strength
E1
TYPES OF FRACTURE
X ^^/ ~_
ABC 0 E
~ Cone Cone ~ Coft." '.'
" &
SpIt Shear
BRAUN
I NTE RTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 12/29/05
Work Order: 0512164
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. eF):
Liquid Added On Site: None
Pour Location:
20
12/16/05
1 :40 pm
12/17/05
6
1.9
60
20
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set
Cylinders caSt By:
3047
Cemstone
Not Required
3000
576
1306670
4
Westphal, Joseph J.
Building Interior, Early Childhood Center @ Grid E.5-5.1, F-6, E.5-6.9
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type
20-01 1 6 7 66440 6.00 28.27 2,350 C
Capping Remarks
Method * Code(s)
N B2
Break Remarks: B2
* Capping Method: N = ASTM C 1231, Unbonded Caps S = ASTM C617, Sulfur Caps
The 7 day test result projects that the specified strength will likely be met at28 days according to a typical
age-strength relationship.
TYPES OF FRACTURE
X 1\// __~
ABC 0 E
~ Cone Cone $hlMt CQh.........
& &
Split Shear
Robert if Sandvick
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 12/29/05
Work Order: 0512237
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. COF):
Liquid Added On Site: None
Pour Location: Building Exterior, footing and pier grid C-3, Column grid F-6, wall grid E.5-6.9
21
12/19/05
1 :03 pm
12/20/05
3 3/4
5.1
68
20
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set
Cylinders Cast By:
4568
Cemstone
6 +/- 1.0
4000
668
4
Tornquist, Erik J
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code(s)
21-01 1 6 7 122320 6.00 28.27 4,330 C N D2
* Capping Method: N = ASTM C1231, Unhonded Caps S = ASTM C617, Sulfur Caps
Break Remarks: D2 The 7 day test result meets or exceeds the 28 day specified strength.
TYPES OF FRACTURE
X^A/ _I
ABC 0 E
~ Cone Cone $hMr ~
.. &
SpIt Shear
BRAUN
I NTE RTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 12/29/05
Work Order: 0512278
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. eF):
Liquid Added On Site:
Pour Location:
23
12/21/05
12:30 pm
12/22/05
3
5.0
75
20
None (per 3 cu. yds.)
Building Interior, Other, footing pad and pier at grids 0.8-1.1, and pier G-1.1.
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set
Cylinders Cast By:
4568
Cemstone
6 +/- 1.5
4500
737
1308835
4
Westphal, Joseph J.
Compression Test Results
Field Lab Test Max. Cy tinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type
23-1 1 6 7 120290 6.01 28.37 4,240 B
Capping Remarks
Method * Code(s)
N B2
Break Remarks: B2
* Capping Method: N = ASTM C1231, Unhonded Caps S = ASTM C617, Sulfur Caps
The 7 day test result projects that the specified strength will likely be met at28 days according to a typical
age-strength relationship.
TYPES OF FRACTURE
X //
^ 1\ __
ABC 0 E
~ Cone Cone ShMr ecm...........
& &
SpIt Shear
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 1/6/06
Work Order: 0512337
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. COF):
Liquid Added On Site: None
Pour Location: Building Interior, Footing, Gymnasium - Footings against existing building
24
12/23/05
12:00 pm
12/24/05
41/4
1.8
72
35
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set:
Cylinders Cast By:
3047
Cemstone
Not Required
3000
535
1310511
4
Loosbrock, Tom R
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code( s)
24-1 1 6 7 98390 6.00 28.27 3,480 B N D2
* Capping Method: N = ASTM C1231, Unhonded Caps S = ASTM C617, Sulfur Caps
Break Remarks: D2 The 7 day test result meets or exceeds the 28 day specified strength.
TYPES OF FRACTURE
X^^/'i
ABC 0 E
~ Cone Cone ~ ~
" &
SpIt Shear
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 1/6/06
Work Order: 0512338
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (Of): (ASTM C 1064)
Air Temp. (Of):
Liquid Added On Site:
Pour Location:
25
12/23/05
1 :00 pm
12/24/05
5
3.1
72
35
10 GAL Water (per 10 cu. yds.)
Building Interior, Foundation Wall, Early Childhood Center @ Grid ~1.2 to 14
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set
Cylinders Cast By:
4568
Cemstone
6 +/- 1.5
4500
526
1310632
5
Loosbrock, Tom R
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type
25-1 1 6 7 102630 6.00 28.27 3,630 C
Capping Remarks
Method * Code(s)
N B2
Break Remarks: B2
* Capping Method: N = ASTM C 1231, Unhonded Caps S = ASTM C617, Sulfur Caps
The 7 day test result projects that the specified strength will likely be met at28 days according to a typical
age-strength relationship.
TYPES OF FRACTURE
X^^/
ABC 0 E
~ Cone Cone bar COIl"" ,,<1;1
& &
SpIt Shear
BRAUN
I NTE RTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 1/6/06
Work Order: 0512339
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. COF):
Liquid Added On Site: None
Pour Location:
26
12/23/05
1 :30 pm
12/24/05
51/2
5.4
71
35
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set
Cylinders Cast By:
4568
Cemstone
6 +/- 1.5
4500
446
4
etomquist
Building Interior, Foundation Wall, Early Childhood Center @ Grid 1-2 to 1-4
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture. Capping Remarks
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code(s)
26-01 1 6 7 99030 6.00 28.27 3,500 D N B2
Break Remarks: B2
* Capping Method: N == ASTM C1231, Unhonded Caps S = ASTM C617, Sulfur Caps
The 7 day test result projects that the specified ",L.c.ugth will likely be met at28 days according to a typical
age-strength relationship.
A
~
B
Cone
&
SpIt
C 0 E
Cone ~ Coh,...........
&
Shear
TYPES OF FRACTURE
XAA/
BRAUN
I NTE RTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 1/6/06
Work Order: 0512361
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. COF):
Liquid Added On Site: None
Pour Location:
28
12/27/05
1:15 pm
12/28/05
31/2
2.2
72
35
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set
Cylinders Cast By:
3047
Cemstone
Not Required
3000
576 -
1311147
4
Westphal, Joseph J.
Building Interior, Footing, East Gymnasium, 25' West ofSE Building Comer, to SE Building Comer, to NE
Building Comer.
Sample No.
28-1
Field
Cure
(days)
1
Lab
Cure
(days)
6
Test
Age
(days)
7
Compr~ssion Test Results
Max. Cylinder Cylinder
Load Diameter Area
(pounds) (in.) (sq. in.)
98010 6.00 28.27
Strength
(psi)
3,470
Fracture
Type
C
Capping
Method *
N
Remarks
Code( s)
D2
Break Remarks: D2
* Capping Method: N = ASTM C 1231, Unhonded Caps S = ASTM C617, Sulfur Caps
The 7 day test result meets or exceeds the 28 day specified strength.
TYPES OF FRACTURE
XAA/
ABC 0 E
~ Cone Cone $hlIIIt Cok..."..,,.,
" &.
SpIt Shear
~p
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 1/6/06
Work Order: 0512394
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. COF):
Liquid Added On Site: None
Pour Location:
29
12/28/05
12:50 pm
12/29/05
43/4
5.2
65
33
Mix Design:
Supplier:
Specified Air (%):
Specified strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set
Cylinders Cast By:
3047
Cemstone
6 +/- 1.5
4000
653
131
4
Anderson, Robert
Building Interior, Footing, at gridline G to 1-8
Sample No.
29-1
Field
Cure
( days)
1
Lab
Cure
(days)
6
Test
Age
(days)
7
Compression Test Results
Max. Cylinde:r Cylinder
Load Diameter Area
(pounds) (in.) (sq. in.)
104730 6.00 28.27
Strength
(psi)
3,700
Fracture
Type
D
Capping
Method *
N
Remarks
Code( s)
B2
Break Remarks: B2
* Capping Method: N = ASTM C1231, Unhonded Caps S = ASTM C617, Sulfur Caps
The 7 day test result projects that the specified strength will likely be met at28 days according to a typical
age-strength relationship.
TYPES OF FRACTURE
X. I\/v/!'
. ~ ' --.--
ABC 0 E
Ccm& C'one Cone $heir Col."""..,
" &
SpIt Shear
/)
l!obert A 8andvick
BRAUN
I NTE RTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 1/6/06
Work Order: 0512395
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. COF):
Liquid Added On Site:
30
12/28/05
1 :25 pm
1/4/06
3 3/4
2.1
63
35
Mix Design.:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set
Cylinders Cast By:
3047
Cemstone
Not Required
3000
531
1311930
4
Westphal, Joseph J.
Pour Location:
None
Building Interior. Footing, East Gymnasium, Existing Building, to SW building Comer, to NW Building
Comer, And NE building comer, to 60' West ofNE building comer.
Sample No.
30-1
Field
Cure
(days)
7
Lab
Cure
(days)
o
Te$t
Age
(days)
7
Compression Test Results
Max. Cylinder Cylinder
Load Diameter Area
(pounds) (in.) (sq. in.)
101440 6.00 28.27
Strength
(psi)
3,590
Fracture
Type
B
Capping
Method *
N
Remarks
Code(s)
D2
Break Remarks: D2
* Capping Method: N = ASTM C1231, Unhonded Caps S = ASTM C617, Sulfur Caps
The 7 day test result meets or exceeds the 28 day specified strength.
TYPES OF FRACTURE
X. // !
. ^^ ---
ABC D E
~ Cone Cone .... ~
" ..
SpIt Shear
BRAUN
I NTE RTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 1/6/06
Work Order: 0512458
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. COF):
Liquid Added On Site:
32
12/29/05
1 :50 pm
12/30/05
5
4.6
64
34
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cy linders per Set
Cylinders Cast By:
4568
Cemstone
6 +/- 1.5
4500
720
1312695
4
Westphal, Joseph J.
Pour Location:
None
Building Interior, Foundation Wall, East Gymnasium, 60' west of NE b1dg comer, to NE b1dg comer, to SE
bldg comer to 25' West of SE bldg comer. And footing from SW bldg comer to 30' West of SE bldg comer.
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type
32-1 1 6 7 91410 6.00 28.27 3,230 C
Capping
Method *
N
Remarks
Code( s)
B2
Break Remarks: B2
* Capping Method: N = ASTM C1231, Unhonded Caps S = ASTM C617, Sulfur Caps
The 7 day test result projects that the specified strength will likely be met at28 days according to a typical
age-strength relationship.
TYPES OF FRACTURE
X 1\ I / ___
ABC 0 E
~ Cone Cone $hMt Cotui........
&&
Split Shear
dJ~
Robert A Sandvick
BRAUN
I NTE RTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 1/6/06
Work Order: 0512504
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. eF):
Liquid Added On Site:
Pour Location:
Sample Location/Notes:
33
12/30/05
1 :25 pm
1/3/06
3
6.0
58
35
o GAL Water (per 10 cu. yds.)
Building Exterior, Cohnnn Pad,
Grid D-2
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set
Cylinders Cast By:
4568
Cemstone
6 +/- 1.5
4000
631
7193
4
Kollmann, Kaleb
Sample No.
33-1
Field
Cure
(days)
4
Lab
Cure
(days)
3
Test
Age
(days)
7
Compression Test Results
Max. Cylinder Cylinder
Load Diameter Area
(pounds) (in.) (sq. in.)
93770 6.00 28.27
Strength
(psi)
3,320
Fracture
Type
B
Capping
Method *
N
Remarks
Code(s)
B2
Break Remarks: B2
* Capping Method: N = ASTM C1231, UnhondedCaps S = ASTM C617, Sulfur Caps
The 7 day test result projects that the specified strength will likely be met at28 days according to a typical
age-strength relationship.
A
~
B
Cent
"
Spit
C 0 E
Cone ~ cmw",,'''l
'"
Shear
~
TYPES OF FRACTURE
X^^/
BRAUN
INTERTEC
Letter of Transmittal
Client: Bossardt Corporation
Date: March 02, 2006
Braun Intertec Project No: LC-05-03993
Transmittal No: 18
Braun 'ntertec Corporation
2831 Larson Street
LaCrosse, WI 54603-1814
To: Bob Hutchins
Prior Lake CiQr Hall
16200 Eagle Creek Ave. S.E
Prior Lake, MN 55372
Phone: 952-447-9810
Fax: 952-447-4245
Re: Early Childhood Center/Westwood Gym, Multiple Locations, Prior Lake, MN
This Transmittal is being Sent:
For your approval
As requested
X For your records
For review
I Information Sent
Concrete Tests
I Copies I Reference Numbers
1 Set Numbers 42 thru 46
I Comments/Clarification
7 -day results
I Transmittal List
Katherine Russell, BKBM Engineers
Duane Warren, Bossardt Corporation
Joe Yerbich, Bossardt Corporation
Kevin David, Gresser Concrete & Masonry
Dan Mehleis, Independent School District # 719
Bob Hutchins, Prior Lake City Hall
Lynae Schoen, Wold Architects and Engineers
I Information Sent
Concrete Tests (1)
Concrete Tests (1)
Concrete Tests (1)
Concrete Tests (1)
Concrete Tests (1)
Concrete Tests (1)
Concrete Tests (1)
Sent By:
Phone:
Rhonda R Mosher
(608) 781-7277
Rev. 8/6/04
. Providing engineering and environmental solutions since 1957
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 3/2/06
Work Order: 6001387
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street, Suite 100
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/W estwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. COF):
Liquid Added On Site:
Pour Location:
Sample Location/Notes:
42 Mix Design:
2/20/06 Supplier:
7:24 am Specified Air (%):
2/21/06 Specified Strength (psi):
6 Truck Number:
1.9 Ticket Number:
69 Cylinders per Set
70 Cylinders Cast By: .
.5 GAL HRWRA-High Range Water Reducing Admixture (per 10 cu. yds.)
Building Interior, Slab on Grade, Early Childhood Center
Grid H - 8
KIN3565
Cemstone
Not Required
3500
471
1335345
4
Kollmann, Kaleb
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type
42-1 1 6 7 164630 6.00 28.27 5,820 D
Capping
Method *
N
Remarks
Code( s)
D2
Break Remarks: D2
* Capping Method: N = ASTM C1231, Unhonded Caps S = ASTM C617, Sulfur Caps
The 7 day test result meets or exceeds the 28 day specified strength.
TYPES OF FRACTURE
X^^/ __~
ABC 0 E
eon. Cone Cone ~ ~
&. &
Spft Shear
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 3/2/06
Work Order: 6001391
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street, Suite 100
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/W estwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): .(ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. (Of):
Liquid Added On Site:
Pour Location:
Sample Location/Notes:
43
2/20/06
8:24 am
2/21/06
61/4
2.1
71
70
.5 GAL Water (per 10 cu. yds.)
Building Interior, Slab on Grade, Early Childhood Center
Grid E - 5
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set
Cylinders Cast By:
KIN3565
Cemstone
Not Required
3500
329
1335402
4
Kollmann, Kaleb
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type
43-1 1 6 7 166560 6.00 28.27 5,890 C
Capping Remarks
Method * Code(s)
N D2
Break Remarks: D2
* Capping Method: N = ASTM C1231, UnhondedCaps S = ASTM C617, Sulfur Caps
The 7 day test result meets or exceeds the 28 day specified strength.
TYPES OF FRACTURE
X.AI/_
ABC 0 E
.~ Cone Cone Shut Colutl'Nt
& &
SpIt Shear
BRAUN
I NTE RTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street, Suite 100
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. COF):
Liquid Added On Site:
Pour Location:
Sample LocationINotes:
44 Mix Design:
2/21/06 Supplier:
7:15 am Specified Air (%):
2/22/06 Specified Strength (psi):
61/4 Truck Number:
1.5 Ticket Number:
68 Cylinders per Set
70 Cylinders Cast By:
.5 GAL HRWRA-High Range Water Reducing Admixture (per 10 cu. yds.)
Building Interior, Slab on Grade, Early Childhood Center
Grid B.5 - 4
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type
44-1 1 6 7 162100 6.00 28.27 5,730 D
Report Date: 3/2/06
Work Order: 6001472
KIN 3565
Cemstone
Not Required
3500
732
1335824
4
Kollmann, Kaleb
Capping Remarks
Method * Code(s)
N D2
Break Remarks: D2
* Capping Method: N = ASTM C1231, UnhondedCaps S =ASTM C617, Sulfur Caps
The 7 day test result meets or exceeds the 28 day specified strength.
TYPES OF FRACTURE
XAA/ !.
. ... ,--
ABC 0 E
~ Cone Cone ~ ~
" &
SplIt Shear
Robert A sdndvic
BRAUN
I NTE RTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 3/2/06
Work Order: 6001473
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street, Suite 100
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. COF):
Liquid Added On Site:
Pour Location:
Sample Location/Notes:
45 Mix Design:
2/21/06 Supplier:
9:10 am Specified Air (%):
2/22/06 Specified Strength (psi):
6 Truck Number:
1.9 Ticket Number:
72 Cylinders per Set
70 Cylinders Cast By:
.5 GAL HRWRA-High Range Water Reducing Admixture (per 10 cu. yds.)
Building Interior, Slab on Grade, Early Childhood Center
Grid C - 1.5
KIN 3565
Cemstone
Not Required
3500
641
1335869
4
Kollmann, Kaleb
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type
45-1 1 6 7 148810 6.00 28.27 5,260 D
Capping
Method *
N
Remarks
Code( s)
D2
Break Remarks: D2
* Capping Method: N = ASTM C1231, Unbonded Caps S = ASTM C617, Sulfur Caps
The 7 day test result meets or exceeds the 28 day specified strength.
TYPES OF FRACTURE
X^//
- . -----
ABC 0 E
~ Cone Cone ~ ~
& &
SpIt Shear
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street, Suite 100
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. COF):
Liquid Added On Site:
Pour Location:
Sample LocationINotes:
46 Mix Design:
2/21/06 Supplier:
9:50 am Specified Air (%):
2/22/06 Specified Strength (psi):
6 1/2 Truck Number:
1.9 Ticket Number:
65 Cylinders per Set
70 Cylinders Cast By:
.5 GAL HRWRA-High Range Water Reducing Admixture (per 10 cu. yds.)
Building Interior, Slab on Grade, Early Childhood Center
Grid F - 3
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type
46-1 1 6 7 155980 6.00 28.27 5,520 D
Report Date: 3/2/06
Work Order: 6001486
KIN 3565
Cemstone
Not Required
3500
719
1335978
4
Kollmann, Kaleb
Capping Remarks
Method * Code(s)
N D2
Break Remarks: D2
* Capping Method: N = ASTM C1231, UnhondedCaps S = ASTM C617, Sulfur Caps
The 7 day test result meets or exceeds the 28 day specified strength.
JfilLr //
Robert A- San'dvick'
TYPES OF FRACTURE
X/\/:/ ~
ABC 0 E
Catl& Cone Cone $hear ~......
" &
SpIt Shear
BRAUN
INTERTEC
Letter of Transmittal
Client: Bossardt Corporation
Date: March 17,2006
Braun Intertec Project No: LC-05-03993
Transmittal No: 19
Braun Intertec Corporation
2831 Larson Street
LaCrosse, WI 54603-1814
To: Bob Hutchins
Prior Lake City Hall
16200 Eagle Creek Ave. S.E
Prior Lake, MN 55372
Phone: 952-447-9810
Fax: 952-447-4245
Re: Early Childhood Center/Westwood Gym, Multiple Locations, Prior Lake, MN
This Transmittal is being Sent:
For your approval
As requested
X For your records
For review
I Information Sent
Concrete Tests
Copies
1
Reference Numbers
Set Numbers 39 thru 41
I Comments/Clarification
28-day results
l Transmittal List
Katherine Russell, BKBM Engineers
Duane Warren, Bossardt Corporation
Joe Yerbich, Bossardt Corporation
Kevin David, Gresser Concrete & Masonry
Dan Mehleis, Independent School District # 719
Bob Hutchins, Prior Lake City Hall
Lynae Schoen, Wold Architects and Engineers
I Information Sent
Concrete Tests (1)
Concrete Tests (1)
Concrete Tests (1)
Concrete Tests (1)
Concrete Tests (1)
Concrete Tests (1)
Concrete Tests (1)
Sent By:
Phone:
Rhonda R Mosher
(608) 781-7277
Rev. 8/6/04
. Providing engineering and environmental solutions since 1957
BRAUN
I NTE RTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street, Suite 100
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. COF):
Liquid Added On Site:
Pour Location:
Sample Location/Notes:
39 Mix Design:
2/15/06 Supplier:
6:48 am Specified Air (%):
2/16/06 Specified Strength (psi):
5 3/4 Truck Number:
1.8 Ticket Number:
60 Cylinders per Set:
70 Cylinders Cast By:
.5 GAL HRWRA-High Range Water Reducing Admixture (per 10 cu. yds.)
Building Interior, Slab on Grade, Early Childhood Center
Grid G.1 - 10.5
Report Date: 3/17/06
Work Order: 6001289
KIN 3565
Cemstone
Not Required
3500
696
1333930
4
Kollmann, Kaleb
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code(s)
39-1 1 6 7 140660 6.01 28.37 4,960 D N D2
39-2 1 27 28 188650 6.00 28.27 6,670 D N E1
39-3 1 27 28 179130 6.00 28.27 6,340 B N EI
* Capping Method: N = ASTM C1231, Unhonded Caps S = ASTM C617, Sulfur Caps
Break Remarks: D2
E1
The 7 day test result meets or exceeds the 28 day specified strength.
The average 28 day test result meets or exceeds the specified strength
TYPES OF FRACTURE
X^A/~
ABC 0 E
~ Cone Cone ~ Oi:lfti,.""I,~,,,
&. '"
Split Shear
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street, Suite 100
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/W estwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. eF):
Liquid Added On Site:
Pour Location:
Sample LocationINotes:
40 Mix Design:
2/15/06 Supplier:
7:50 am Specified Air (%):
2/16/06 Specified Strength (psi):
6 Truck Number:
1.5 Ticket Number:
62 Cylinders per Set:
70 Cylinders Cast By:
.5 GAL HRWRA-High Range Water Reducing Admixture (per 10 cu. yds.)
Building Interior, Slab on Grade, Early Childhood Center
Grid D.2 - 8.5
Report Date: 3/17/06
Work Order: 6001292
KIN 3565
Cemstone
Not Required
3500
556
1333997
4
Kollmann, Kaleb
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code( s)
40-1 I 6 7 134540 6.01 28.37 4,740 D N D2
40-2 1 27 28 195860 6.00 28.27 6,930 D N E1
40-3 1 27 28 191240 6.00 28.27 6,760 C N EI
* Capping Method: N = ASTM C1231, Unhonded Caps S = ASTM C617, Sulfur Caps
Break Remarks: D2
E1
The 7 day test result meets or exceeds the 28 day specified strength.
The average 28 day test result meets or exceeds the specified strength
TYPES OF FRACTURE
X/\/\/__
ABC 0 E
~ Cone Cone ~ Cofl.,.........
" &
SpIt Shear
A'~
, RQ}$ert ~Midvick /
--'~
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 3/17/06
Work Order: 6001320
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street, Suite 100
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. COF):
Liquid Added,On Site: None
Pour Location:
41
2/15/06
10:31 am
2/16/06
6
2.1
75
70
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set
Cylinders Cast By:
KIN3565
Cemstone
Not Required
3500
565
1334153
4
Busch, Jon S
Building Interior, Slab on Grade, Early Childhood Center Grids(C-CA)(10.7-11)
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Dianieter Area Strength Fracture Capping Remarks
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code(s)
41-1 1 6 7 134450 6.01 28.37 4,740 D N D2
41-2 I 27 28 186140 6.00 28.27 6,580 D N E1
41-3 1 27 28 182670 6.00 28.27 6,460 D N E1
* Capping Method: N = ASTM C 1231, Unhonded Caps S = ASTM C617, Sulfur Caps
Break Remarks: D2
E1
The 7 day test result meets or exceeds the 28 day specified strength.
The average 28 day test result meets or exceeds the specified strength
TYPES OF FRACTURE
X~A/
ABC 0 E
~ Cone Cone bar ~
& &.
SpIt Shear
tit4~
.---
BRAUN
INTERTEC
Letter of Transmittal
Client: Bossardt Corporation
Date: February 21, 2006
Braun Intertec Project No: LC-05-03993
Transmittal No: 15
Braun 'ntertec Corporation
2831 Larson Street
LaCrosse, WI 54603-1814
To: Bob Hutchins
Prior Lake CiQr Hall
16200 Eagle Creek Ave. S.E
Prior Lake, MN 55372
Phone: 952-447-9810
Fax: 952-447-4245
Re: Early Childhood Center/Westwood Gym, Multiple Locations, Prior Lake, MN
This Transmittal is being Sent:
For your approval
As requested
X For yourrecords
For review
, Information Sent
Concrete Tests
Copies
1
Reference Numbers
Set Number 38
I Comments/Clarification
7-day results
, Transmittal List
Katherine Russell, BKBM Engineers
Duane Warren, Bossardt Corporation
Joe Yerbich, Bossardt Corporation
Kevin David, Gresser Concrete & Masonry
Dan Mehleis, Independent School District # 719
Bob Hutchins, Prior Lake City Hall
Lynae Schoen, Wold Architects and Engineers
I Information Sent
Concrete Tests (1)
Concrete Tests (1)
Concrete Tests (1)
Concrete Tests (1)
Concrete Tests (1)
Concrete Tests (1)
Concrete Tests (1)
Sent By:
Phone:
Rhonda R Mosher
(608) 781-7277
Rev. 8/6/04
. Providing engineering and environmental solutions since 1957
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 2/21/06
Work Order: 6001263
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street, Suite 100
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. COF):
Liquid Added On Site:
Pour Location:
38
2/13/06
1 :45 pm
2/14/06
4 3/4
1.9
75
67
7 GAL Water (per 6 cu. yds.)
Building Interior, Slab on Grade, Restroom recessed slab, Grids (l0.3-10.6)(B.9-C.3)
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set
Cylinders Cast By:
KIN3565 fiber mesh
Cemstone
Not Required
3500
56
1333088
4
Busch, Jon S
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type
38-1 1 6 7 131060 6.00 28.27 4,640 A
Capping Remarks
Method * Code(s)
N D2
Break Remarks: D2
* Capping Method: N = ASTM C 1231, Unhonded Caps S = ASTM C617, Sulfur Caps
The 7 day test result meets or exceeds the 28 day specified strength.
TYPES OF FRACTURE
X ^ A /__
ABC 0 E
~ Cone Cone $hear Columnar
& &
SpIt Shear
BRAUN
INTERTEC
Letter of Transmittal
Client: Bossardt Corporation
Date: February 24, 2006
Braun Intertec Project No: LC-05-03993
Transmittal No: 17
Braun Intertec Corporation
2831 Larson Street
LaCrosse, WI 54603-1814
To: Bob Hutchins
Prior Lake CiQr Hall
16200 Eagle Creek Ave. S.E
Prior Lake, MN 55372
Phone: 952-447-9810
Fax: 952-447-4245
Re: Early Childhood Center/Westwood Gym, Multiple Locations, Prior Lake, MN
This Transmittal is being Sent:
For your approval
As requested
X For your records
For review
I Information Sent
Concrete Tests
Copies
1
Reference Numbers
Set Numbers 39 thru 41
I Comments/Clarification
7-day results
I Transmittal List
Katherine Russell, BKBM Engineers
Duane Warren, Bossardt Corporation
Joe Yerbich, Bossardt Corporation
Kevin David, Gresser Concrete & Masonry
Dan Mehleis, Independent School District # 719
Bob Hutchins, Prior Lake City Hall
Lynae Schoen, Wold Architects and Engineers
I Information Sent
Concrete Tests (1)
Concrete Tests (1)
Concrete Tests (1)
Concrete Tests (1)
Concrete Tests (1)
Concrete Tests (1)
Concrete Tests (1)
Sent By:
Phone:
Rhonda R Mosher
(608) 781-7277
Rev. 8/6/04
. Providing engineering and environmental solutions since 1957
BRAUN
I NTE RTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street, Suite 100
Suite 100
Minneapolis,MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (Of): (ASTM C 1064)
Air Temp. COF):
Liquid Added On Site:
Pour Location:
Sample Location/Notes:
39 Mix Design:
2/15/06 Supplier:
6:48 am Specified Air (%):
2/16/06 Specified Strength (psi):
5 3/4 Truck Number:
1.8 Ticket Number:
60 Cylinders per Set
70 Cylinders Cast By:
.5 GAL HRWRA-High Range Water Reducing Admixture (per 10 cu. yds.)
Building Interior, Slab on Grade, Early Childhood Center
Grid G.1 - 10.5
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type
39-1 1 6 7 140660 6.01 28.37 4,960 D
Report Date: 2/24/06
Work Order: 6001289
KIN 3565
Cemstone
Not Required
3500
696
1333930
4
Kollmann, Kaleb
Capping Remarks
Method * Code(s)
N D2
Break Remarks: D2
* Capping Method: N = ASTM C1231, Unhonded Caps S = ASTM C617, Sulfur Caps
The 7 day test result meets or exceeds the 28 day specified strength.
TYPES OF FRACTURE
X ^ Iv / ~~
ABC 0 E
~ Cone Cone .... Coltl',",
& &.
SpIt Shear
Lit
Robert A andv~
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 2/24/06
Work Order: 6001292
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street, Suite 100
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
40 Mix Design:
2/15/06 Supplier:
7:50 am Specified Air (%):
2/16/06 Specified Strength (psi):
6 fudNumb~
1.5 Ticket Number:
62 Cylinders per Set
70 Cylinders Cast By:
.5 GAL HRWRA-High Range Water Reducing Admixture (per 10 cu. yds.)
Building Interior, Slab on Grade, Early Childhood Center
Grid D.2 - 8.5
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. eF):
Liquid Added On Site:
Pour Location:
Sample Location/Notes:
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type
40-1 1 6 7 134540 6.01 28.37 4,740 D
KIN 3565
Cemstone
Not Required
3500
556
1333997
4
Kollmann, Kaleb
Capping Remarks
Method * Code(s)
N D2
Break Remarks: D2
* Capping Method: N = ASTM C1231, UnhondedCaps S = ASTM C617, Sulfur Caps
The 7 day test result meets or exceeds the 28 day specified strength.
TYPES OF FRACTURE
X/\I/
ABC 0 E
~ Cone Cone Shut ColUmnar
& '"
Split Shear
BRAUN
I NTE RTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 2/24/06
Work Order: 6001320
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street, Suite 100
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. COF):
Liquid Added On Site: None
Pour Location:
41
2/15/06
10:31 am
2/16/06
6
2.1
75
70
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set
Cylinders Cast By:
KIN3565
Cemstone
Not Required
3500
565
1334153
4
Busch, Jon S
Building Interior, Slab on Grade, Early Childhood Center Grids (C-C.4)(10.7-1 I)
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code(s)
41-1 1 6 7 134450 6.01 28.37 4,740 D N D2
* Capping Method: N = ASTM C1231, Unhonded Caps S = ASTM C617, Sulfur Caps
Break Remarks: D2 The 7 day test result meets or exceeds the 28 day specified strength.
TYPES OF FRACTURE
XAI/
~
ABC 0 E
~ Cone Cone ShIer ~
" "
SpIt Shear
BRAUN
INTERTEC
Letter of Transmittal
Client: Bossardt Corporation
Date: February 22, 2006
Braun Intertec Project No: LC-05-03993
Transmittal No: 16
Braun 'ntertec Corporation
2831 Larson Street
LaCrosse, WI 54603-1814
To: Bob Hutchins
Prior Lake Ci~ Hall
16200 Eagle Creek Ave. S.E
Prior Lake, MN 55372
Phone: 952-447-9810
Fax: 952-447-4245
Re: Early Childhood Center/Westwood Gym, Multiple Locations, Prior Lake, MN
This Transmittal is being Sent:
For your approval
As requested
X For your records
For review
I Information Sent
Masonry Tests
I Copies I Reference Numbers
1 Set Numbers 8 thru 14
I Comments/Clarification
28-day results
I Transmittal List
Katherine Russell, B~M Engineers
Duane Warren, Bossardt Corporation
Joe Yerbich, Bossardt Corporation
Dan Mehleis, Independent School District # 719
Bob Hutchins, Prior Lake City Hall
Lynae Schoen, Wold Architects and Engineers
I Information Sent
Masonry Tests (1)
Masonry Tests (1)
Masonry Tests (1)
Masonry Tests (1)
Masonry Tests (1)
Masonry Tests (1)
Sent By:
Phone:
Rhonda R Mosher
(608) 781-7277
Rev. 8/6/04
. Providing engineering and environmental solutions since 1957
Standard Test Method for Preconstnlction & Construction Evaluation for Plain & Reinforced Unit Masonry
Appendix A 7. Compressive Strength of Molded Masonry Mortar Cylinders and Cubes
ASTM C 780
Date:
February 3, 2006
Client:
Mr. Steve Kilmer
Bossardt Corporation
8585 W. 78th Street
Suite 100
Minneapolis. MN 55438
Field Data
Set Number:
Date Cast:
Time Cast:
Mortar Temperature (F):
Air Temperature (F):
Maximum Temperature (F):
Minimum Temperature (F):
Samples Cast by:
Sample Location:
Laboratory Data
Sample ill:
Date Tested:
Field Cure (days):
Lab Cure (days):
Test Age (days):
Average Diameter (in.):
Capped Height (in.):
LID Ratio:
Area (sq. in.):
Test Results
Ultimate Load (lbs.):
Compressive Strength (psi):
Remarks: The samples meet the requirements.
Copies:
8
1/6/06
8:30 AM
49
Not given
Not given
Not given
lRL/Braun Intertec
Early Childhood Center wall at grid G-7.5 to G-9 TO 1-9
Project Number: LC-05-03993
Project Description:
Early Childhood Center Westwood Gym
Prior Lake, MN
Date Received:
Mix Design:
Supplier:
Mortar Type (M,S.N,O,K):
Specified Strength:
Cylinders per Set:
8A 8B 8C
2/3/06 2/3/06 2/3/06
1 1 1
27 27 27
28 28 28
2.05 2.05 2.05
4.19 4.19 4.21
2.04 2.04 2.05
3.30 3.30 3.30
5,790 5,510 6,700
1,750 1,670 2,030
1/7/06
Not given
Spec-mix/On-site
S
1800-2200
3
Revie.we~dY:~.. //....~..... (' ~~-;
~./ ....
~. . 1...,/"'-
IY
Robert SandVick
Project Manager
Standard Test Method for Preconstruction & Construction Evaluation for Plain & Reinforced Unit Masonry
Appendix A7. Compressive Strength of Molded Masonry Mortar Cylinders and Cubes
ASTM C 780
Date:
February 8, 2006
Client:
Mr. Steve Kilmer
Bossardt Corporation
8585 W. 78th Street
Suite 100
Minneapolis, MN 55438
Field Data
Set Number:
Date Cast:
Time Cast:
Mortar Temperature (F):
Air Temperature (F):
Maximum Temperature (F):
Minimum Temperature (F):
Samples Cast by:
Sample Location:
Laboratory Data
Sample ill:
Date Tested:
Field Cure (days):
Lab Cure (days):
Test Age (days):
Average Diameter (in.):
Capped Height (in.):
LID Ratio:
Area (sq. in.):
Test Results
Ultimate Load (lbs.):
Compressive Strength (psi):
Remarks: The samples meet the requirements.
Copies:
Project Number: LC-05-03993
Project Description:
Early Childhood Center Westwood Gym
Prior Lake, MN
Date Received:
Mix Design:
Supplier:
Mortar Type (M,S,N,O,K):
Specified Strength:
Cylinders per Set:
9
1/9/06
11:15 AM
45
Not given
79
50
JPN/Braun Intertec
North wall of gym-East half at elevation 104'
9A 9B 9C
2/6/06 2/6/06 2/6/06
2 2 2
26 26 26
28 28 28
2.06 2.05 2.07
4.34 4.41 3.99
2.10 2.14 1.91
3.37 3.33 3.43
7,080 7,150 7,240
2,100 2,150 2,110
1/11/06
Not given
Spec-mixlOn-site
S
1800
3
~~
Robert1>andvic '
Project Manager
Standard Test Method for Preconstruction & Construction Evaluation for Plain & Reinforced Unit Masonry
Appendix A 7. Compressive Strength of Molded Masonry Mortar Cylinders and Cubes
ASTM C 780
Date:
February 8, 2006
Client:
Mr. Steve Kilmer
Bossardt Corporation
8585 W. 78th Street
Suite 100
Minneapolis. MN 55438
Field Data
Set Number:
Date Cast:
Time Cast:
Mortar Temperature (F):
Air Temperature (F):
Maximum Temperature (F):
Minimum Temperature (F):
Samples Cast by:
Sample Location:
Laboratory Data
Sample ill:
Date Tested:
Field Cure (days):
Lab Cure (days):
Test Age (days):
Average Diameter (in.):
Capped Height (in.):
LID Ratio:
Area (sq. in.):
Test Results
Ultimate Load (lbs.):
Compressive Strength (psi):
Remarks: The samples meet the requirements.
Copies:
10
1/10/06
9:00 AM
50
Not given
79
50
TRL/Braun Intertec
North wall of gym-East
half at elevation 108
lOA
2/7/06
2
26
28
2.05
4.23
2.08
3.24
Project Number: LC-05-03993
Project Description:
Early Childhood Center Westwood Gym
Prior Lake, MN
Date Received:
Mix Design:
Supplier:
Mortar Type (M,S,N,O,K):
Specified Strength:
Cylinders per Set:
7,270
2,240
lOB 10C
2nt06 2/7/06
2 2
26 26
28 28
2.05 2.07
4.16 4.20
2.05 2.01
3.24 3.43
7,490 7,810
2,310 2,280
1/12/06
Not given
Spec-mix/On-site
S
1800
3
Standard Test Method for Preconstruction & Construction Evaluation for Plain & Reinforced Unit Masonry
Appendix A7. Compressive Strength of Molded Masonry Mortar Cylinders and Cubes
ASTM C 780
Date:
February 10, 2006
Client:
Mr. Steve Kilmer
Bossardt Corporation
8585 W. 78th Street
Suite 100
Minneapolis, MN 55438
Field Data
Set Number:
Date Cast:
Time Cast:
Mortar Temperature (F):
Air Temperature (F):
Maximum Temperature (F):
Minimum Temperature (F):
Samples Cast by:
Sample Location:
Laboratory Data
Sample ill:
Date Tested:
Field Cure (days):
Lab Cure (days):
Test Age (days):
Average Diameter (in.):
Capped Height (in.):
LID Ratio:
Area (sq. in.):
Test Results
illtimate Load (lbs.):
Compressive Strength (psi):
Remarks: The samples meet the requirements.
Copies:
11
1/12/06
11:00AM
Not given
Not given
79
Not given
JPN/Brauo Intertec
East gym wall
elevation 120'
lIA
2/9/06
5
23
28
2.05
4.15
2.02
3.30
Project Number: LC-05-03993
Project Description:
Early Childhood Center Westwood Gym
Prior Lake, MN
Date Received:
Mix Design:
Supplier:
Mortar Type (M,S,N,O,K):
Specified Strength:
Cylinders per Se(
6,530
1,980
lIB lIC
2/9/06 2/9/06
5 5
23 23
28 28
2.05 2.04
4.15 4.19
2.02 2.05
3.30 3.27
5,930 6,330
1,800 1,940
1/17/06
Not given
Spec-mix/On-site
S
1800
3
Standard Test Method for Preconstruction & Construction Evaluation for Plain & Reinforced Unit Masonry
Appendix A7. Compressive Strength of Molded Masonry Mortar Cylinders and Cubes
ASTM C 780
Date:
February 13,2006
Client:
Mr. Steve Kilmer
Bossardt Corporation
8585 W. 78th Street
Suite 100
Minneapolis. :MN 55438
Field Data
Set Number:
Date Cast:
Time Cast:
Mortar Temperature (F):
Air Temperature (F):
Maximum Temperature (F):
Minimum Temperature (F):
Samples Cast by:
Sample Location:
Laboratory Data
Sample ID:
Date Tested:
Field Cure (days):
Lab Cure (days):
Test Age (days):
Average Diameter (in.):
Capped Height (in.):
LID Ratio:
Area (sq. in.):
Test Results
Ultimate Load (lbs.):
CUULp.essive Strength (psi):
Remarks: The samples meet the requirements.
Copies:
12
1/13/06
10:00 AM
Not given
Not given
Not given
Not given
JPN/Braun futertec
North gym wall
elevation 130'
12A
2/1 0/06
4
24
28
2.04
4.34
2.13
3.27
Project Number: LC-05-03993
Project Description:
Early Childhood Center Westwood Gym
Prior Lake, :MN
Date Received:
Mix Design:
Supplier:
Mortar Type (M,S,N,O,K):
Specified Strength:
Cylinders per Set:
7,130
2,180
12B 12C
2/1 0/06 2/1 0/06
4 4
24 24
28 28
2.05 2.04
4.30 4.33
2.11 2.12
3.27 3.27
7,020 7,170
2,150 2,190
1/17/06
Not given
Spec-mix
S
1800
3
~;;:FA --
Ro'6ert S'andvrck ~
Project Manager
Standard Test Method for Preconstruction & Construction Evaluation for Plain & Reinforced Unit Masonry
Appendix A 7. Compressive Strength of Molded Masonry Mortar Cylinders and Cubes
ASTM C 780
Date:
,
February 15, 2006
Client:
Mr. Steve Kilmer
Bossardt Corporation
8585 W. 78th Street
Suite 100
Minneapolis, MN 55438
Field Data
Set Number:
Date Cast:
Time Cast:
Mortar Temperature (F):
Air Temperature (F):
Maximum Temperature (F):
Minimum Temperature (F):
Samples Cast by:
Sample Location:
Laboratory Data
Sample ID:
Date Tested:
Field Cure (days):
Lab Cure (days):
Test Age (days):
Average Diameter (in.):
Capped Height (in.):
LID Ratio:
Area (sq. in.):
Test Results
Ultimate Load (lbs.):
Compressive Strength (psi):
Remarks: The samples meet the requirements.
Copies:
13
1/17/06
Not given
52
Not given
Not given
Not given
TRL/BraUD Intertec
South wall of gym
elevation 108'
13A
2/14/06
3
25
28
2.05
4.30
2.10
3.30
Project Number: LC-05-03993
Project Description:
Early Childhood Center Westwood Gym
Prior Lake, MN
Date Received:
Mix Design:
Supplier:
Mortar Type (M,S,N,O,K):
Specified Strength:
Cylinders per Set:
6,190
1,880
13B 13C
2/14/06 2/14/06
3 3
25 25
28 28
2.05 2.05
4.48 4.43
2.19 2.15
3.30 3.33
6,540 6,900
1,980 2,070
1/20/06
Not given
Spec-mix/On-site
S
1800
3
Standard Test Method for Preconstruction & Construction Evaluation for Plain & Reinforced Unit Masonry
Appendix A7. Compressive Strength of Molded Masonry Mortar Cylinders and Cubes
ASTM C 780
Date:
February 15,2006
Client:
Mr. Steve Kilmer
Bossardt Corporation
8585 W. 78th Street
Suite 100
Minneapolis, MN 55438
Field Data
Set Number:
Date Cast:
Time Cast:
Mortar Temperature (F):
Air Temperature fF):
Maximum Temperature (F):
Minimum Temperature (F):
Samples Cast by:
Sample Location:
Laboratory Data
Sample ill:
Date Tested:
Field Cure (days):
Lab Cure (days):
Test Age (days):
Average Diameter (in.):
Capped Height (in.):
LID Ratio:
Area (sq. in.):
Test Results
Ultimate Load (lbs.):
Compressive Strength (psi):
Remarks: The samples meet the requirements.
Copies:
14
1/18/06
Not given
54
Not given
Not given
Not given
TRL/Braun Intertec
South wall of gym
elevation 116'
14A
2/15/06
5
23
28
2.05
4.42
2.17
3.27
Project Number: LC-05-03993
Project Description:
Early Childhood Center Westwood Gym
Prior Lake, MN
Date Received:
Mix Design:
Supplier:
Mortar Type (M,S,N,O,K):
Specified Strength:
Cylinders per Set:
1/23/06
Not given
Spec-mix/On-site
S
1800
3
6,860
2,100
14B 14C
2/15/06 2/15/06
5 5
23 23
28 28
2.06 2.05
4.37 4.37
2.11 2.13
3.37 3.30
7,830 6,850
2,320 2,080
BRAUN
INTERTEC
Letter of Transmittal
Client: Bossardt Corporation
Date: February 10,2006
Braun Intertec Project No: LC-05-03993
Transmittal No: 13
Braun 'ntertec Corporation
2831 Larson Street
LaCrosse, WI 54603-1814
To: Bob Hutchins
Prior Lake CiQr Hall
16200 Eagle Creek Ave. S.E
Prior Lake, MN 55372
Phone: 952-447-9810
Fax: 952-447-4245
Re: Early Childhood Center/Westwood Gym, Multiple Locations, Prior Lake, MN
This Transmittal is being Sent:
For your approval
As requested
X For your records
For review
I Information Sent
Masonry Tests
I Copies I Reference Numbers
1 Set Numbers 1 thru 7
I Comments/Clarification
28-day results (Mortar)
, Transmittal List
Katherine Russell, BKBM Engineers
Duane Warren, Bossardt Corporation
Joe Yerbich, Bossardt Corporation
Dan Mehleis, Independent School District # 719
Bob Hutchins, Prior Lake City Hall
Lynae Schoen, Wold Architects and Engineers
I Information Sent
Masonry Tests (1)
Masonry Tests (1)
Masonry Tests (1)
Masonry Tests (1)
Masonry Tests (1)
Masonry Tests (1)
Sent By:
Phone:
Rhonda R Mosher
(608) 781-7277
Rev. 8/6/04
. Providing engineering and environmental solutions since 1957
BRAUN
INTERTEC
Client: Bossardt Corporation
Date: February 10,2006
Letter of Transmittal
Braun Intertec Project No: LC-05-03993
Transmittal No: 14
To: Bob Hutchins
Prior Lake CiQr Hall
16200 Eagle Creek Ave. S.E
Prior Lake, MN 55372
Braun 'ntertec Corporation
2831 Larson Street
LaCrosse, WI 54603-1814
Phone: 952-447-9810
Fax: 952-447-4245
Re: Early Childhood Center/Westwood Gym, Multiple Locations, Prior Lake, MN
This Transmittal is being Sent:
For your approval
As requested
, Information Sent
Masonry Tests
I Copies I Reference Numbers
1 Set Numbers 1 & 2
, Transmittal List
Katherine Russell, BKBM Engineers
Duane Warren, Bossardt Corporation
Joe Yerbich, Bossardt Corporation
Dan Mehleis, Independent School District # 719
Bob Hutchins, Prior Lake City Hall
Lynae Schoen, Wold Architects and Engineers
Pr/sPtS
71-~
t!J1
Sent By:
Phone:
Rhonda R Mosher
(608) 781-7277
Rev. 8/6/04
X For your records
For review
I Comments/Clarification
Masonry Prisms (Ungrouted); Masonry Units (Net
Area Determination)
I Information Sent
Masonry Tests (1)
Masonry Tests (1)
Masonry Tests (1)
Masonry Tests (1)
Masonry Tests (1)
Masonry Tests (1)
-' Providing engineering and environmental solutions since 1957
Constructing and Testing Masonry Prisms (Ungrouted)
Used to Determine Compliance with Specified Compressive Strength of Masonry
ASTM C1314
Date:
January 19, 2006
Client:
Mr. Steve Kilmer
Bossardt Corporation
8585 W. 78th Street
Suite 100
Minneapolis, MN 55438
Project Number:
LC-05-03993
Project Description:
Early Childhood Center Westwood Gym
Prior Lake, MN
Specimen Description
Block Type:
Nominal Size:
Supplier:
Mortar Type:
Location:
Obtained By:
Date Prepared:
8" Plain Stretcher
8
Anchor Block
Split face
Early Childhood Center at grid B- I to D- I elevation 108'
TRUBraun Intertec
12/15/05
Sample Dimensions
Specimen Number:
Date Received:
Date Tested:
Average Width (in.):
Average Length (in.):
Average Capped Height (in.):
Mortar Joint Thickness (in.):
Height-to-Minimwn Thickness Ratio:
IA
12/17/05
01/12/06
7.60
15.60
15.60
30/64
2.05
Test Results
Test Age (days):
Ultimate Load (Ibs.):
Test Area (in. sq.):
Net Area Compressive Strength (psi):
Correction Factor:
Corrected Compressive Strength (psi):
28-day Compressive Strength (psi):
Average 28-day Compressive Strength (psi):
Specified Strength:
28
180,130
61.75
2920
1.00
2920
2920
Remarks: The samples meet the requirements.
cc:
IB
12/17/05
01/12/06
7.60
15.60
15.68
24/64
2.06
28
182,510
61.75
2960
1.00
2960
2960
Ie
12/17/05
01/12/06
7.60
15.60
15.71
24/64
2.07
28
188,370
61.75
3050
1.01
3080
3080
2990
1500
Constructing and Testing Masonry Prisms (Ungrouted)
Used to Determine Compliance with Specified Compressive Strength of Masonry
ASTM C1314
Date:
February 8, 2006
Client:
Mr. Steve Kilmer
Bossardt Corporation
8585 W. 78th Street
Suite 100
Minneapolis, MN 55438
Specimen Description
Block Type:
Nominal Size:
Supplier:
Mortar Type:
Location:
Obtained By:
Date Prepared:
Project Number:
Project Description:
Early Childhood Center Westwood Gym
Prior Lake, MN
12" Plain stretcher
12
Not given
Not given
South waIl of gymnasium addition at elevation 104'
TRIlBraun Intertec
01/05/06
Sample Dimensions
Specimen Number:
Date Received:
Date Tested:
Average Width (in.):
Average Length (in.):
Average Capped Height (in.):
Mortar Joint Thickness (in.):
Height-to-MinimUm Thickness Ratio:
Test Results
Test Age (days):
Ultimate Load (lbs.):
Test Aria (in. sq.):
Net Area Compressive Strength (psi):
Correction Factor:
Corrected Compressive Strength (psi):
28-day Compressive Strength (psi):
Average 28-day Compressive Strength (psi):
Specified Strength:
Remarks: The samples meet the requirements.
cc:
2A
01/10/06
02/02/06
11.65
15.60
23.65
34/64
2.03
28
317,400
64.00
4960
1.00
4960
4960
2B
01/10/06
02102106
11.65
15.60
23.65
34/64
2.03
28
302,440
64.00
4730
1.00
4730
4730
2C
01/10/06
02102106
11.65
15.60
23.78
32/64
2.04
28
296,790
64.00
4640
1.00
4640
4640
4780
2000
##/t
R6bert Sandvick
Project Manager
LC-05-03993
Sampling and Testing Concrete Masonry Units
ASTM C140 (Section 9.4, Net Area Determination)
Specifications per ASTM C90
Date:
January 19, 2006
Client:
Mr. Steve Kilmer
Bossardt Corporation
8585 W. 78th Street
Suite 100
Minneapolis, MN 55438
Sample Data
Set Number:
Number of Samples:
Type of Unit:
Supplier & Plant:
Date Cast:
Date Received:
Laboratory Measurements
Sample Number:
Date Tested:
Width (in.):
Height (in.):
Length (in.):
Received Weights (lbs):
Immersed Weight (lbs.):
Saturated Weight (lbs.):
Net Area Determination
1
3
8" Plain stretcher
Anchor Block
12/15/05
12/17/05
Top
Bottom
Face 1
Face 2
Face 1
Face 2
Sample Number:
Average Width (in.):
Average Height (in.):
Average Length (in.):
Net Cross Sectional Area (in2):
Remarks:
cc:
lA
12/12/05
7.60
7.60
7.50
7.50
15.60
15.60
37.00
21.77
38.40
lA
75/8
74/8
15 5/8
61.40
Specified Dimensions
1B
12/12/05
7.60
7.60
7.50
7.50
15.60
15.60
37.13
21.83
38.61
Project Number:
LC-05-03993
Project Description:
Early Childhood Center Westwood Gym
Prior Lake, MN
Nominal Width (in.): 8
Width (in.): 75/8
Height (in.): 74/8
Length (in.): 155/8
lC
12/12/05
7.60
7.60
7.55
7.55
15.60
15.60
37.54
22.06
38.93
1B 1C Average Specifications
75/8 75/8 75/8 74/8 to 76/8
74/8 74/8 74/8 73/8 to 75/8
15 5/8 15 5/8 15 5/8 154/8 to 15 6/8
61.96 61.88 61.75
Sampling and Testing Concrete Masonry Units
ASTM C140 (Section 9.4, Net Area Determination)
Specifications per ASTM C90
Date:
February 8, 2006
Client:
Mr. Steve Kilmer
Bossardt Corporation
8585 W. 78th Street
. Suite 100
Minneapolis, MN 55438
Sample Data
Set Number:
Number of Samples:
Type of Unit:
Supplier & Plant:
Date Cast:
Date Received:
Laboratory Measurements
Sample Number:
Date Tested:
Width (in.):
Height (in.):
Length (in.):
Received Weights (lbs):
Immersed Weight (lbs.):
Saturated Weight (lbs.):
Net Area Determination
2
3
12" Plain stretcher
Not given
1/5/06
1/1 0/06
Top
Bottom
Face 1
Face 2
Face 1
Face 2
Sample Number:
Average Width (in.):
Average Height (in.):
Average Length (in.):
Net Cross Sectional Area (in2):
Remarks:
cc:
2A
1/20/06
11.70
11.60
7.60
7.60
15.60
15.60
52.06
35.71
53.46
Specified Dimensions
2B
1/20/06
11.60
11.60
7.50
7.60
15.60
15.60
51.77
35.83
53.42
2A
11 5/8
75/8
15 5/8
64.68
Project Number:
LC-05-03993
Project Description: .......
Early Childhood Center Westwood Gym
Prior Lake, MN
Nominal Width (in.): 12
Width (in.): 11 5/8
Height (in.): 75/8
Length (in.): 15 5/8
2C
1/20/06
11.70
11.70
7.70
7.60
15.60
15.60
51.91
35.95
53.30
2B
11 5/8
74/8
15 5/8
64.52
2C
11 6/8
75/8
15 5/8
62.81
Average
11 5/8
75/8
15 5/8
64.00
Specifications
11 4/8 to 11 6/8
7.4/8 to 76/8
154/8 to 15 6/8
BRAUN
INTERTEC
Client: Bossardt Corporation
Date: February 10,2006
To: Bob Hutchins
Prior Lake CiQr Hall
16200 Eagle Creek Ave. S.E
Prior Lake, MN 55372
Letter of Transmittal
Braun Intertec Project No: LC-05-03993
Transmittal No: 12
Braun Intertec Corporation
2831 Larson Street
LaCrosse, WI 54603-1814
Phone: 952-447-9810
Fax: 952-447-4245
Re: Early Childhood Center/Westwood Gym, Multiple Locations, Prior Lake, MN
This Transmittal is being Sent:
For your approval
As requested
I Information Sent
Masonry Tests
I Copies I Reference Numbers
1 Set Numbers 1 thru 9
I Transmittal List
Katherine Russell, BKBM Engineers
Duane Warren, Bossardt Corporatiori
Joe Yerbich, Bossardt Corporation
Dan Mehleis, Independent School District # 719
Bob Hutchins, Prior Lake City Hall
Lynae Schoen, Wold Architects and Engineers
&::vI
Sent By:
Phone:
Rhonda R Mosher
(608) 781-7271
Rev. 8/6/04
X For yourrecords
For review
I Comments/Clarification
28-day results (Grout)
I Information Sent
Masonry Tests (1)
Masonry Tests (1)
Masonry Tests (1)
Masonry Tests (1)
Masonry Tests (1)
Masonry Tests (1)
.,zp 06
. Providing engineering and environmental solutions since 1957
Standard Method of Sampling and Testing Grout (Field)
ASTM C1019
Date: January 5, 2006
Client:
Mr. Steve Kilmer
Bossardt CV.t'v.ation
8585 W. 78th Street
Suite 100
Minneapolis, MN 55438
Field Data
Set Number:
Cast Date:
Mix Design:
Slump (in.):
Location:
Sample Data
Sample Number:
Average Width 1 (in.):
Avet:age Width 2 (in.)
Average Height (in.):
Out of Plumb (%):
Area (sq. in.):
Laboratory Data
Date Received:
Date Tested:
Field Cure (days):
Lab Cure (days):
Test Age (days):
Test Results
I
12/7/2005
Spec-mix
91/4
Early Childhood Center at Grid C-ll to B-ll to A-lO
Elevation 104'
IA
3.54
3.56
6.41
< 5.00%
12.60
12/9/2005
1/4/2006
2
26
28
Ultimate Load (lbs.):
Cv.~t'."ssive Strength (psi):
Type of Failure:
Avg. Compresive Strength (psi):
Specified Strength (psi):
63,760
5060
Shear
Remarks The samples meet the requirements.
cc:
IB
3.58
3.78
6.02
< 5.00%
13.53
12/9/2005
1/4/2006
2
26
28
62,660
4630
Shear
IC
3.49
3.36
6.31
< 5.00%
11.73
12/9/2005
1/4/2006
2
26
28
54,980
4690
Shear
4,790
3,000
Project Number:
LC-05-03993
Project Description:
Early Childhood Center Westwood Gym
Prior Lake, MN
Masonry Units
. Type:
. No. Used:
Field Cure Temperature
. Maximum eF):
. Minimum eF):
~
. Rol1ert ~dvick
Project Manager
Not given
Not given
Not given
Not given
Standard Method of Sampling and Testing Grout (Field)
ASTM CI019
Date: January 5, 2006
Client:
Mr. Steve Kilmer
Bossardt Corporation
8585 W. 78th Street
Suite 100
Minneaoolis, MN 55438
Field Data
Set Number:
Cast Date:
Mix Design:
Slump (in.):
Location:
Sample Data
Sample Number:
Average Width I (in.):
Average Width 2 (in.)
Average Height (in.):
Out of Plumb (%):
Area (sq. in.):
Laboratory Data
Date Received:
Date Tested:
Field Cure (days):
Lab Cure (days):
Test Age (days):
Test Results
2
12/14/2005
Spec-mix
9
Wall at grid D-7 to B-5 at
Elevation 112'
Ultimate Load (lbs.):
C(.~.......ssive Strength (psi):
Type of Failure:
Avg. CUll.lp,...sive Strength (psi):
Specified Strength (psi):
Remarks The samples meet the requirements.
cc:
2A
3.65
3.57
5.94
< 5.00%
13.03
12/16/2005
1/11/2006
2
26
28
80,360
6170
Shear
2B
3.36
3.51
. 6.10
< 5.00%
11.79
12/16/2005
1/11/2006
2
26
28
70,710
6000
Shear
2C
3.70
3.64
6.19
< 5.00%
13.47
12/16/2005
1/11/2006
2
26
28
80,590
5980
Shear
5,990
3,000
Project Number:
LC-05-03993
Project Description:
Early Childhood Center Westwood Gym
Prior Lake, MN
Masonry Units
. Type:
. No. Used:
Field Cure Temperature
. Maximum (oF):
. Minimum (OF):
Not given
Not given
Not given
Not given
Standard Method of Sampling and Testing Grout (Field)
ASTM CI019
Date: January 16,2006
Client:
Mr. Steve Kilmer
Bossardt Corporation
8585 W. 78th Street
Suite 100
Minneapolis, MN 55438
Field Data
Set Number:
Cast Date:
Mix Design:
Slump (in.):
Location:
Sample Data
Sample Number:
Average Width 1 (in.):
Average Width 2 (in.)
Average Height (in.):
Out of Plumb (%):
Area (sq. in.):
Laboratory Data
Date Received:
Date Tested:
Field Cure (days):
Lab Cure (days):
Test Age (days):
Test Results
3
12/15/2005
Spec-mix
7
Early Childhood Center, wall at grid B-1
to D-l elevation 108'
3A
4.96
3.90
6.49
< 5.00%
19.34
12/17/2005
1/12/2006
2
26
28
Ultimate Load (lbs.):
Compressive Strength (psi):
Type of Failure:
Avg. Compresive Strength (psi):
Specified Strength (psi):
74,110
3830
Shear
Remarks The samples meet the requirements.
cc:
3B
4.94
3.93
6.44
< 5.00%
19.41
12/17/2005
1/12/2006
2
26
28
70,990
3660
Shear
3C
3.91
4.96
6.30
< 5.00%
19.39
12/17/2005
1/12/2006
2
26
28
75,710
3900
Shear
3,780
3,000
Project Number:
LC-05-03993
Project Description:
Early Childhood Center Westwood Gym
Prior Lake, MN
Masonry Units
. Type:
. No. Used:
Field Cure Temperature
. Maximum eF):
. Minimum eF):
Not given
Not given
Not given
Not given
Standard Method of Sampling and Testing Grout (Field)
ASTM CI019
Date: January 16, 2006
Client:
Mr. Steve Kilmer
Bossardt Corporation
8585 W. 78th Street
Suite 100
Minneapolis, MN 55438
Field Data
Set Number:
Cast Date:
Mix Design:
Slump (in.):
Location:
Sample Data
Sample Number:
Average Width 1 (in.):
Average Width 2 (in.)
Average Height (in.):
Out of Plumb (%):
Area (sq. in.):
Laboratory Data
Date Received:
Date Tested:
Field Cure (days):
Lab Cure (days):
Test Age (days):
Test Results
4
12/16/2005
Spec-mix
93/4
Early Childhood Center, wall at grid B-1.5
to D-l elevation 112'
4A
3.69
3.60
6.24
< 5.00%
13.28
12/19/2005
1/13/2006
2
25
28
Ultimate Load (lbs.):
Compressive Strength (psi):
Type of Failure:
Avg. Compresive Strength (psi):
Specified Strength (psi):
66,250
4990
Shear
Remarks The samples meet the requirements.
cc:
4B
3.62
3.62
6.21
< 5.00%
13.10
12/19/2005
1/13/2006
3
25
28
68,980
5260
Shear
4C
3.32
3.48
6.27
< 5.00%
11.55
12/19/2005
1/13/2006
3
25
28
58,680
5080
Shear
5,170
3,000
Project Number:
LC-05-03993
Project Description:
Early Childhood Center Westwood Gym
Prior Lake, MN
Masonry Units
. Type:
. No. Used:
Field Cure Temperature
. MaximOOl eF):
. Minimum eF):
Not given
Not given
Not given
Not given
Standard Method of Sampling and Testing Grout (Field)
ASTM CI019
Date: January 19,2006
Client:
Mr. Steve Kilmer
Bossardt Corporation
8585 W. 78th Street
Suite 100
Minneapolis, MN 55438
Field Data
Set Number:
Cast Date:
Mix Design:
Slump (in.):
Location:
Sample Data
Sample Number:
Average Width I (in.):
Average Width 2 (in.)
Average Height (in.):
Out of Plumb (%):
Area (sq. in.):
Laboratory Data
Date Received:
Date Tested:
Field Cure (days):
Lab Cure (days):
Test Age (days):
Test Results
5
12/2112005
Spec-mix
8112
Early Childhood Center, wall at grid B- I.5
to B-2 to A-2 and A-3 to B-3 to B-3.5 elevation 108'
5A
3.45
3.62
6.22
< 5.00%
12.49
12/23/2005 r
1118/2006
2
26
28
Ultimate Load (lbs.):
CVm.l-'.,,~sive Strength (psi):
Type of Failure:
Avg. Cuu.p.,,~ive Strength (psi):
Specified Strength (psi):
56,880
4550
Shear
Remarks The samples meet the requirements.
cc:
5B
3.64
3.82
6.42
< 5.00%
13.90
12/23/2005
1118/2006
2
26
28
62,990
4530
Shear
5C
3.61
3.45
6.29
< 5.00%
12.45
12/23/2005
1118/2006
2
26
28
59,090
4740
Shear
4,640
3,000
Project Number:
LC-05-03993
Project Description:
Early Childhood Center Westwood Gym
Prior Lake, MN
Masonry Units
. Type:
. No. Used:
Field Cure Temperature
. Maximum eF):
. Minimum eF):
Not given
Not given
Not given
Not given
Standard Method of Sampling and Testing Grout (Field)
ASTM Cl019
Date: January 20, 2006
Client:
Mr. Steve Kilmer
Bossardt Corporation
8585 W. 78th Street
Suite 100
Minneapolis, MN 55438
Field Data
Set Number:
Cast Date:
Mix Design:
Slump (in.):
Location:
6
12/22/2005
Spec-mix/On-site
93/4
Early Childhood Center, waIl at grid B-l.5
to B-2 to A-2 at elevation 112'
Sample Data
Sample Number:
Average Width 1 (in.):
Average Width 2 (in.)
Average Height (in.):
Out of Plumb (%):
Area (sq. in.):
6A
5.42
4.96
6.88
< 5.00%
26.88
Laboratory Data
Date Received:
Date Tested:
Field Cure (days):
Lab Cure (days):
Test Age (days):
12/29/2005
1/19/2006
7
21
28
Test Results
Ultimate Load (Ibs.):
Compressive Strength (psi):
Type of Failure:
Avg. Compresive Strength (psi):
Specified Strength (psi):
111,680
4150
Shear
Remarks The samples meet the requirements.
cc:
6B
4.92
5.38
6.05
< 5.00%
26.47
12/29/2005
1/19/2006
7
21
28
110,560
4180
Shear
6C
4.91
5.34
7.05
< 5.00%
26.22
12/29/2005
1/19/2006
7
21
28
104,860
4000
Shear
4,170
3,000
Project Number:
LC-05-03993
Project Description:
Early Childhood Center Westwood Gym
Prior Lake, MN
Masonry Units
. Type:
. No. Used:
Field Cure Temperature
. Maximum eF):
. Minimum eF):
Not given
Not given
Not given
Not given
. RM'~
~dviCk
Project 'Manager
Standard Method of Sampling and Testing Grout (Field)
ASTM CI019
Date: February 2, 2006
Client:
Mr. Steve Kilmer
Bossardt Corporation
8585 W. 78th Street
Suite 100
Minneapolis, MN 55438
Field Data
Set Number:
Cast Date:
Mix Design:
Slump (in.):
Location:
Sample Data
Sample Number:
Average Width I (in.):
Average Width 2 (in.)
Average Height (in.):
Out of Plumb (%):
Area (sq. in.):
Laboratory Data
Date Received:
Date Tested:
Field Cure (days):
Lab Cure (days):
Test Age (days):
Test Results
7
1/4/2006
Spec-mix
9
Early Childhood Center wall at grid B-1 to A-I
to A-Z at elevation 112'
7A
3.66
3.56
6.74
< 5.00%
13.03
1/7/2006
2/1/2006
3
25
28
Ultimate Load (Ibs.):
Compressive Strength (psi):
Type of Failure:
Avg. Compresive Strength (psi):
Specified Strength (psi):
85,440
6560
Shear
Remarks The samples meet the requirements.
cc:
7B
3.85
3.57
6.80
<5.00%
13.74
1/7/2006
2/1/2006
3
25
28
81,880
5960
Shear
7C
3.34
3.40
6.90
< 5.00%
11.36
1/7/2006
2/1/2006
3
25
28
70,750
6230
Shear
6,100
3,000
Project Nmnber:
LC-05-03993
Project Description:
Early Childhood Center Westwood Gym
Prior Lake, MN
Masonry Units
. Type:
. No. Used:
Field Cure Temperature
. Maximum COF):
. Minimum (OF):
Not given
Not given
Not given
Not given
Standard Method of Sampling and Testing Grout (Field)
ASTM CI019
Date: February 3, 2006
Client:
Mr. Steve Kilmer
Bossardt Corporation
8585 W. 78th Street
Suite 100
Minneapolis, MN 55438
Field Data
Set Number:
Cast Date:
Mix Design:
Slump (in.):
Location:
Sample Data
Sample Number:
Average Width 1 (in.):
Average Width 2 (in.)
Average Height (in.):
Out of Plumb (%):
Area (sq. in.):
Laboratory Data
Date Received:
Date Tested:
Field Cure (days):
Lab Cure (days):
Test Age (days):
Test Results
8
1/6/2006
Spec-mix
10
Early Childhood Center, wall at grid 6-7.5 to
J-9 elevation 104'
8A
3.70
3.60
5.90
< 5.00%
13.32
1/9/2006
2/3/2006
3
25
28
60,830
4570
Shear
Ultimate Load (lbs.):
Compressive Strength (psi):
Type of Failure:
Avg. Cvm.l',..sive Strength (psi):
Specified Strength (psi):
Remarks The samples meet the requirements.
cc:
8B
3.29
3.38
6.10
< 5.00%
11.12
1/9/2006
2/3/2006
3
25
28
51,740
4650
Shear
8C
3.37
3.43
6.17
< 5.00%
11.56
1/9/2006
2/3/2006
3
25
28
61,470
5320
Shear
4,850
3,000
Project Number:
LC-05-03993
Project Description:
Early Childhood Center Westwood Gym
Prior Lake, MN
Masonry Units
. Type:
. No. Used:
Field Cure Temperature
. Maximum eF):
. Minimum (OF):
-~:{4f
SaMvick r
Project Manager
Not given
Not given
Not given
Not given
Standard Method of Sampling and Testing Grout (Field)
ASTM CI019
Date: February 8, 2006
Client:
Mr. Steve Kilmer
Bossardt Corporation
8585 W. 78th Street
Suite 100
Minneapolis, MN 55438
Field Data
Set Number:
Cast Date:
Mix Design:
Slump (in.):
Location:
Sample Data
Sample Number:
Average Width 1 (in.):
Average Width 2 (in.)
Average Height (in.):
Out of Plumb (%):
Area (sq. in.):
Laboratory Data
Date Received:
Date Tested:
Field Cure (days):
Lab Cure (days):
Test Age (days):
Test Results
9
1/9/2006
Spec-mix
9
East wall of gymnasium
at elevation 104'
Ultimate Load (lbs.):
Compressive Strength (psi):
Type of Failure:
Avg. Compresive Strength (psi):
Specified Strength (psi):
Remarks The samples meet the requirements.
cc:
9A
3.35
3.38
6.58
<5.00%
11.32
1/11/2006
2/6/2006
2
26
28
46,280
4090
Shear
9B
3.58
3.66
6.50
< 5.00%
13.10
1/11/2006
2/6/2006
2
26
28
55,210
4210
Shear
9C
3.59
3.65
6.97
< 5.00%
13.10
1/11/2006
2/6/2006
2
26
28
54,600
4170
Shear
4,160
3,000
Project Number:
LC-05-03993
Project Description:
Early Childhood Center Westwood Gym
Prior Lake, MN
Masomy Units
. Type:
. No. Used:
Field Cure Temperature
. Maximum (OF):
. Minimum eF):
Not given
Not given
73
45
BRAUN
INTERTEC
Letter of Transmittal
Client: Bossardt Corporation
Braun Intertec Project No: LC-05-03993
Transmittal No:
9
Date: January 17,2006
Braun 'ntertec Corporation
2831 Larson Street
LaCrosse, WI 54603-1814
To: Bob Hutchins
Prior Lake City Hall
16200 Eagle Creek Ave. S.E
Prior Lake, MN 55372
Phone: 952-447-9810
Fax: 952-447-4245
Re: Early Childhood Center/Westwood Gym, MultiIfle Locations, Prior Lake, MN
This Transmittal is being Sent:
For your approval
As requested
X For your records
For review
I Information Sent
Concrete Tests
I Copies I Reference Numbers
1 Set #'s 18 thru 22 & 34 thru 37
I Comments/Clarification (
28-day results (Set #'s 18 thru 22); 7-day results (Set #'s
34 thru 37)
I Transmittal List
Katherine Russell, BKBM Engineers
Duane Warren, Bossardt Corporation
Joe Yerbich, Bossardt Corporation
Kevin David, Gresser Concrete & Masonry
Dan Mehleis, Independent School District # 719
Bob Hutchins, Prior Lake City Hall
Lynae Schoen, Wold Architects and Engineers
I Information Sent
Concrete Tests (I)
Concrete Tests (I)
Concrete Tests (I)
Concrete Tests (1)
Concrete Tests (I)
Concrete Tests (1)
Concrete Tests (1)
Sent By:
Phone:
Rhonda R Mosher
(608) 781-7277
Rev. 8/6/04
Providing engineering and environmental solutions since 1957
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 1/17/06
Work Order: 0512083
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street, Suite 100
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. COF):
Liquid Added On Site: None
Pour Location: Building Interior, Foundation Wall, Grid F-11 to H-10.4 to 1-8.5.
Sample LocationINotes: Sampled at grid F.5-11
18
12/14/05
12:45 pm
12/15/05
61/2
4.8
64
30
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set:
Cylinders Cast By:
4564
Cemstone
, 6 +/- 1.5
4500
670
1305078
5
Field, Bryan C.
Compression Test Results
Field Lab Test Max. Cy linder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code( s)
18-1 1 4 5 104800 6.01 28.37 3,690 C N Al
18-2 1 6 7 117480 6.00 28.27 4,160 D N B2
18-3 1 27 28 156570 6.00 28.27 5,540 C N El
18-4 1 27 28 156760 6.00 28.27 5,540 B N El
* Capping Method: N = ASTM C 1231, Unhonded Caps S = ASTM C617, Sulfur Caps
Break Remarks: Al
B2
The sample is reported per contractor request
The 7 day test result projects that the specified strength will likely be met at28 days according to a typical
age-strength relationship.
The average 28 day test result meets or exceeds the specified strength
E1
TYPES OF FRACTURE
X.(\A /_~
ABC 0 E
~ Cone Cone ~ Coft,..........
8. &
Split Shear
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 1/17/06
Work Order: 0512084
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street, Suite 100
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. COF):
Liquid Added On Site: None
Pour Location: Building Interior, Foundation Wall, Grid F-l1 to H-I0A to 1-8.5.
Sample Location/Notes: Sampled at grid 1-9
19
12/14/05
1:30 pm
12/15/05
7
4.7
62
30
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cy linders per Set
Cylinders Cast By:
4564
Cemstone
6 +/- 1.5
4500
169
1305103
5
Field, Bryan C.
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code(s)
19-1 1 4 5 94790 6.01 28.37 3,340 D N A1
19-2 1 6 7 103030 6.00 28.27 3,640 C N B2
19-3 I 27 28 142770 6.00 28.27 5,050 B N EI
19-4 1 27 28 140950 6.00 28.27 4,990 C N E1
* Capping Method: N = ASTM C1231, Unhonded Caps S = ASTM C617, Sulfur Caps
Break Remarks: A 1
B2
The sample is reported per contractor request
The 7 day test result projects that the specified strength will likely be met at28 days according to a typical
age-strength relationship.
The average 28 day test result meets or exceeds the specified strength
E1
TYPES OF FRACTURE
XA/J/_,
A B CD E
~ Cone Cone $hear ~i......
& &
SpIt Shear
~~
Ro~rt A'Sandvick I
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 1/17/06
Work Order: 0512164
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street, Suite 100
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. COF):
Liquid Added On Site: None
Pour Location:
20
12/16/05
1:40 pm
12/17/05
6
1.9
60
20
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set:
Cylinders Cast By:
3047
Cemstone
Not Required
3000
576
1306670
4
Westphal, Joseph J.
Building Interior, Early Childhood Center @ Grid li5-5.1, F-6, E.5-6.9
Com pression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code(s)
20-01 1 6 7 66440 6.00 28.27 2,350 C N B2
20-02 1 27 28 129930 6.00 28.27 4,600 C N E1
20-03 1 27 28 131420 6.00 28.27 4,650 B N E1
* Capping Method: N = ASTM C 1231, Unhonded Caps S = ASTM C617, Sulfur Caps
Break Remarks: B2
E1
The 7 day test result projects that the specified strength will likely be met at28 days according to a typical
age-strength relationship.
The average 28 day test result meets or exceeds the specified strength
TYPES OF FRACTURE
X/\;(,/ ~
ABC 0 E
~ Cone Cone ShNr ~
&. &.
SpIt Shear
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 1/30/06
Work Order: 0512237
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street, Suite 100
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Con".,,~.;, Temp. (OF): (ASTM C 1064)
Air Temp. COF):
Liquid Added On Site: None
Pour Location:
21
12/19/05
1 :03 pm
12/20/05
3 3/4
5.1
68
20
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set:
Cylinders Cast By:
4568
Cemstone
6 +/- 1.5
4000
668
4
Tornquist, Erik J
Building Exterior, footing and pier grid C-3, Column grid F-6, wall grid E.5-6.9
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code(s)
21-01 1 6 7 122320 6.00 28.27 4,330 C N D2
21-02 1 27 28 173690 6.01 28.37 6,120 B N EI
21-03 1 27 28 172910 6.01 28.37 6,100 D N E1
* Capping Method: N = ASTM C1231, Unhonded Caps S = ASTM C617, Sulfur Caps
Break Remarks: D2
E1
The 7 day test result meets or exceeds the 28 day specified strength.
The average 28 day test result meets or exceeds the specified strength
TYPES OF FRACTURE
X)\^~ _
ABC 0 E
CoM Cone Cone Shur ~
&; '"
SpBt Shear
~
Robert A Sandvick
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 1/17/06
Work Order: 0512277
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street, Suite 100
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. COF):
Liquid Added On Site: None
Pour Location:
22
12/20/05
2:45 pm
12/21/05
5
3.1
68
20
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set
Cylinders Cast By:
4568
Cemstone
6 +/- 1.5
4500
513
1308247
5
Loosbrock, Tom R
Building Interior, Wall, Early childhood center, at grid 1-5 to 1-9.
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code( s)
22-1 1 2 3 80070 6.00 28.27 2,830 D N Al
22-2 1 6 7 124830 6.00 28.27 4,410 C N B2
22-3 1 27 28 164950 6.01 28.37 5,810 C N El
22-4 1 27 28 154490 6.01 28.37 5,450 D N EI
* Capping Method: N = ASTM C1231, Unhonded Caps S =ASTM C617, Sulfur Caps
Break Remarks: A 1
B2
The sample is reported per contractor request.
The 7 day test result projects that the specified strength will likely be met at28 days according to a typical
age-strength relationship.
The average 28 day test result meets or exceeds the specified strength
El
TYPES OF FRACTURE
XAAV
ABC 0 E
~ Cone (;one ~ Cnk....._
" &
Split Shear
BRAUN
':NTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 1/30/06
Work Order: 6000082
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street, Suite 100
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. COF):
Liquid Added On Site: None
Pour Location:
34
1/3/06
1 :26 pm
1/4/06
43/4
5.3
71
35
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set
Cylinders Cast By:
4568
Cemstone
6 +/- 1.5
4000
o
4
Tornquist, Erik J
Building Exterior, Foundation Wall, South and west sides of gym
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type
34-01 1 6 7 118400 6.00 28.27 4,190 B
Capping Remarks
Method * Code(s)
N D2
Break Remarks: D2
* Capping Method: N = ASTM C1231, Unhonded Caps S = ASTM C617, Sulfur Caps
The 7 day test result meets or exceeds the 28 day specified strength.
TYPES OF FRACTURE
X^A!/ J
ABC 0 E
~ Cone (;me ~ ~.......
" &
Spit Shear
R!!!J
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 1/30/06
Work Order: 6000083
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street, Suite 100
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
.
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. eF):
Liquid Added On Site: None
Pour Location: Building Exterior, Foundation Wall, north side of gym
35
1/4/06
12:29 pm
1/6/06
51/4
5.8
70
33
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set:
Cylinders Cast By:
4568
Cemstone
6 +/- 1.5
4000
250
4
Tornquist, Erik J
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type
35-01 2 5 7 95210 6.00 28.27 3,370 B
Capping
Method *
N
Remarks
Code(s)
B2
Break Remarks: B2
* Capping Method: N = ASTM C1231, Unhonded Caps S = ASTM C617, Sulfur Caps
The 7 day test result projects that the specified strength will likely be met at28 days according to a typical
age-strength relationship.
TYPES OF FRACTURE
X 1\ 1/, --"
ABC 0 E
~ Cone Cone ~ Columnar
" &
Spill Shear
CI
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 1/17/06
Work Order: 6000102
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street, Suite 100
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. COF):
Liquid Added On Site: None
Pour Location:
36
1/5/06
12:45 pm
1/7/06
61/2
4.8
69
32
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set
Cylinders Cast By:
4568
Cemstone
6 +/- 1.5
4000
709
01315259
4
Jaworski, Jason
Building Exterior, Wall, Stoop wall grid 1-9.5
Sample No.
36-1
Field
Cure
(days)
2
Lab
Cure
(days)
5
Test
Age
(days)
7
Compression Test Results
Max. Cylinder Cylinder
Load Diameter Area
(pounds) (in.) (sq. in.)
94550 6.00 28.27
Strength
(psi)
3,340
Fracture
Type
D
Capping
Method *
N
Remarks
Code( s)
B2
Break Remarks: B2
* Capping Method: N = ASTM C1231, Unhonded Caps S = ASTM C617, Sulfur Caps
The 7 day test result projects that the specified strength will likely be met at28 days according to a typical
age-strength relationship.
TYPES OF FRACTURE
X/\//_
ABC 0 E
Ome Cone Cone bar ~
" '"
Spit Shear
/~?#:/l
Robert A ScI6.dviV /
BRAUN
I NTE RTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 1/17/06
Work Order: 6000104
Client:
Steve Kilmer
Bossardt Corporation
8585 W 78th Street, Suite 100
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. COF):
Liquid Added On Site: None
Pour Location:
37
1/5/06
1:30 pm
1/7/06
61/4
5.6
63
32
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set:
Cylinders Cast By:
4568
Cemstone
6 +/- 1.5
4000
670
01315289
4
Jaworski, Jason
Building Interior, Footing, Early Childhood Center, Footing pads and piers, Grids: G-2, G-3, G-3.8, F-4,
G-5, G-6, G-6.8, H-2, H-5, H-6, H-6.8
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type
37-01 2 5 7 101390 6.00 28.27 3,590 C
Capping Remarks
Method * Code(s)
N B2
Break Remarks: B2
* Capping Method: N = ASTM C1231, UnhondedCaps S = ASTM C617, Sulfur Caps
The 7 day test result projects that the specified strength will likely be met at28 days according to a typical
age-strength relationship.
TYPES OF FRACTURE
X I\A/ __
ABC 0 E
Cone Cone Cone bar ~
" '"
SpIt Shear
Robert AljaDdvick
BRAUN
INTERTEC
Letter of Transmittal
Client: Bossardt Corporation
Date: December 01, 2005
Braun Intertec Project No: LC-05-03993
Transmittal No:
2
Braun 'ntertec Corporation
2831 Larson Street
LaCrosse, WI 54603-1814
To: Bob Hutchins
Prior Lake City Hall
16200 Eagle Creek Ave. S.E
Prior Lake, MN 55372
Phone: 952-447-9810
Fax: 952-447-4245
Re: Early Childhood Center/Westwood Gym, Multiple Locations, Prior Lake, MN
This Transmittal is being Sent:
For your approval
As requested
X For your records
For review
I Information Sent
Concrete Tests
I Copies I Reference Numbers
1 Set Numbers 3,4 & 5
I Comments/Clarification
7-day results
I Transmittal List
Katherine Russell, BKBM Engineers
Jerry Cleveland, Bossardt Corporation
Todd Iverson, Bossardt Corporation
Kevin David, Gresser Concrete & Masonry
Dan Mehleis, Independent School District # 719
Bob Hutchins, Prior Lake City Hall
Josh Ripplinger, Wold Architects and Engineers
I Information Sent
Concrete Tests (1)
Concrete Tests (1)
Concrete Tests (1)
Concrete Tests (1)
Concrete Tests (1)
Concrete Tests (1)
Concrete Tests (1)
Sent By:
Phone:
Rhonda R Mosher
(608) 781-7277
Rev. 8/6/04
. Providing engineering and environmental solutions since 1957
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 11/28/05
Work Order: 0511251
Client:
Erik Youngquist
Bossardt Corporation
8585 W 78th Street
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. COF):
Liquid Added On Site: None
Pour Location:
4
11/17/05
1:15 pm
11/18/05
6
2.3
64
20
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set
Cylinders Cast By:
3047
Cemstone
None
3000
641
1287980
4
Smolarek, Brent S
Building Interior, Footing, footings and footing pads, Early Childhood Center @Grids B4 to B-1 to F.5-1.2
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type
4-01 1 6 7 76730 6.01 28.37 2,700 D
Capping Remarks
Method * Code(s)
N B2
Break Remarks: B2
* Capping Method: N = ASTM C1231, Unhonded Caps S = ASTM C617, Sulfur Caps
The 7 day test result projects that the specified strength will likely be met at28 days according to a typical
age-strength relationship.
TYPES OF FRACTURE
X/\A/ ~
ABC 0 E
~ eon. Cone $hrNr Cok".",....,
.. ..
SpIt Shear
t!i!~~1i
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 11/28/05
Work Order: 0511160
Client:
Erik Youngquist
Bossardt Corporation
8585 W 78th Street
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. (OF):
Liquid Added On Site: None
Pour Location:
3
11/15/05
1:15 pm
11/16/05
5
1.5
70
40
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set
Cylinders Cast By:
3047
Cemstone
None
3000
719
1286246
4
Smolarek, Brent S
Building Interior, Footing, Early Childhood Center @Grids E5-11 to B-11 to B-7 to D-7 to D-5 to B-5 to
B-4
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type
3-01 1 6 7 96970 6.01 28.37 3,420 C
Capping Remarks
Method * Code(s)
N D2
Break Remarks: D2
* Capping Method: N = ASTM C1231, Unhonded Caps S = ASTM C617, Sulfur Caps
The 7 day test result meets or exceeds the 28 day specified strength.
TYPES OF FRACTURE
X/\I/' !
ABC 0 E
~ Cone Cone Shear ~
& &,
SpIt Shear
RijL-
- Robert A'Sandvick'"'
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 11/28/05
Work Order: 0511252
Client:
Erik Youngquist
Bossardt Corporation
8585 W 78th Street
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. eF):
Liquid Added On Site: None
Pour Location:
5
11/17/05
I :50 pm
11/18/05
6
2.1
64
20
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set
Cylinders Cast By:
3047
Cemstone
None
3000
531
1288026
4
Smolarek, Brent S
Building Interior, Footing, footings and footing pads, Early Childhood Center @Grids B-4 to B-1 to F.5-1.2
Sample No.
5-01
Field
Cure
( days)
1
Lab
Cure
( days)
6
Test
Age
( days)
7
Compression Test Results
Max. Cylinder Cylinder
Load Diameter Area
(pounds) (in.) (sq. in.)
82030 6.01 28.37
Strength
(psi)
2,890
Fracture
Type
E
Capping
Method *
N
Remarks
Code( s)
B2
Break Remarks: B2
* Capping Method: N = ASTM C1231, Unhonded Caps S = ASTM C617, Sulfur Caps
The 7 day test result projects that the specified strength will likely be met at28 days according to a typical
age-strength relationship.
TYPES OF FRACTURE
X/\A/-c-
ABC 0 E
~ t"........ ""- ~ ,......."
BRAUN
INTERTEC
Letter of Transmittal
Client: Bossardt Corporation
Date: November 30,2005
Braun Intertec Project No: LC-05-03993
Transmittal No:
Braun Intertec Corporation
2831 Larson Street
LaCrosse, WI 54603-1814
To: Bob Hutchins
Prior Lake City Hall
16200 Eagle Creek Ave. S.E
Prior Lake, MN 55372
Phone: 952-447-9810
Fax: 952-447-4245
Re: Early Childhood Center/Westwood Gym, Multiple Locations, Prior Lake, MN
This Transmittal is being Sent:
For your approval
As requested
X For your records
For review
I Information Sent
Concrete Tests
I Copies I Reference Numbers
1 Set Numbers 1 & 2
I Comments/Clarification
28-day results
I Transmittal List
Katherine Russell, BKBM Engineers
Jerry Cleveland, Bossardt Corporation
Todd Iverson, Bossardt Corporation
Kevin David, Gresser Concrete & Masonry
Dan Mehleis, Independent School District # 719
Bob Hutchins, Prior Lake City Hall
Josh Ripplinger, Wold Architects and Engineers
I Information Sent
Concrete Tests (1)
Concrete Tests (1)
Concrete Tests (1)
Concrete Tests (1)
Concrete Tests (1)
Concrete Tests (1)
Concrete Tests (1)
I
Sent By:
Phone:
Rhonda R Mosher
(608) 781-7277
Rev. 8/6/04
· Providing engineering and environmental solutions since 1957
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 11/21/05
Work Order: 0509471
Client:
Erik Youngquist
Bossardt Corporation
8585 W 78th Street, Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. (OF):
Liquid Added On Site: None
Pour Location: Paving, Curb & Gutter, Parking Lot South of existing School
1
10/19/05
5:30 pm
10/20/05
1 3/4
6.5
70
50
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set
Cy linders Cast By:
3A22-3
Aggregate Industries
6.5 +/- 1.5
3900
123
24996
4
Loosbrock, Tom R
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
-----..--.---- Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code(s)
I-I I 6 7 94030 6.01 28.37 3,310 B N B2
1-2 I 27 28 156830 6.00 28.27 5,550 B N El
1-3 I 27 28 151370 6.00 28.27 5,350 D N El
* Capping Method: N = ASTM C1231, Unbonded Caps S = ASTM C617, Sulfur Caps
Break Remarks: B2
El
The 7 day test result projects that the specified strength will likely be met at28 days according to a typical
age-strength relationship.
The average 28 day test result meets or exceeds the specified strength
TYPES OF FRACTURE
X/\^./ _
ABC 0 E
Cone Cone Cone $heir Columnar
&. &
Spit Shear
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 11/21/05
Work Order: 0509541
Client:
Erik Youngquist
Bossardt Corporation
8585 W 78th Street, Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. (DF):
Liquid Added On Site: None
Pour Location: Paving, Curb & Gutter, parking lot, SW of building SW comer
'Sample LocationINotes: south side
2
10/20/05
7:50 am
10/22/05
1 1/4
6.6
70
45
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cy linders per Set
Cy linders Cast By:
3a22-3
Aggregate Industries
6.5 +/- 1.5
3900
259
49346
4
Smolarek, Brent S
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code(s)
2-1 2 5 7 115840 6.01 28.37 4,080 C N D2
2-2 2 26 28 174700 6.01 28.37 6,160 B N El
2-3 2 26 28 178620 6.01 28.37 6,300 B N El
* Capping Method: N = ASTM C 1231, Unbonded Caps S = ASTM C617, Sulfur Caps
Break Remarks: D2
El
The 7 day test result meets or exceeds the 28 day specified strength.
The average 28 day test result meets or exceeds the specified strength
TYPES OF FRACTURE
X/\//
A B
~ Cone
&.
SpIt
c
Cone
,.
Shear
o E
$heir ~.:.._
BRAUN
INTERTEC
Letter of Transmittal
Client: Bossardt Corporation
Date: December 15, 2005
Braun Intertec Project No: LC-05-03993
Transmittal No:
3
Braun Intertec Corporation
2831 Larson Street
LaCrosse, WI 54603-1814
To: Bob Hutchins
Prior Lake City Hall
16200 Eagle Creek Ave. S.E
Prior Lake, MN 55372
Phone: 952-447-9810
Fax: 952-447-4245
Re: Early Childhood Center/Westwood Gym, Multiple Locations, Prior Lake, MN
This Transmittal is being Sent:
For your approval
As requested
Y For your records
For review
, Information Sent
Concrete Tests
Copies
1
Reference Numbers
Set Numbers 6 & 7
I Comments/Clarification
7-day results
1
, Transmittal List
Katherine Russell, BKBM Engineers
Duane Warren, Bossardt Corporation
Joe Yerbich, Bossardt Corporation
Kevin David, Gresser Concrete & Masonry
Dan Mehle is, Independent School District # 719
Bob Hutchins, Prior Lake City Hall
Lynae Schoen, Wold Architects and Engineers
I Information Sent
Concrete Tests (1)
Concrete Tests (1)
Concrete Tests (1)
Concrete Tests (1)
Concrete Tests (1)
Concrete Tests (1)
Concrete Tests (1)
Sent By:
Phone:
Rhonda R Mosher
(608) 781-7277
Rev. 8/6/04
Providing engineering and environmental solutions since 1957
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 12/5/05
Work Order: 0511393
Client:
Erik Youngquist
Bossardt Corporation
8585 W 78th Street
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood CenterlWestwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. (OF):
Liquid Added On Site: None
Pour Location:
6
11/22/05
12:45 pm
11123/05
5
6.1
65
40
Mix Design:.
. Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set
Cylinders Cast By:
4568
Cemstone
6 +/- 1.0
4500
385
1292604
4
Westphal, Joseph J.
Building Interior, Foundation Wall, at grids
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type
6-01 1 6 7 113350 6.00 28.27 4,010 C
Capping Remarks
Method * Code(s)
N B2
Break Remarks: B2
... Capping Method: N =ASTM C1231, UnbondedCaps S =ASTM C617,Sulfur Caps
The 7 day test result projects that the specified strength will likely be met at28 days according to a typical
age-strength relationship.
TYPES OF FRAt., I lJRE
XA)/
A B
~ Cone
&.
SpIt
c
Cone
.\
Shear
o E
-~...-
// //4
Robert A s~dVick
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 12/5/05
Work Order: 0511394
Client:
Erik Youngquist
Bossardt Corporation
8585 W 78th Street
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. (OP):
Liquid Added On Site: None
Pour Location:
7
11/22/05
1 :20 pm
11/23/05
4
5.2
60
40
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set
Cylinders Cast By:
4568
Cemstone
6 +/- 1.5
4500
388
1292687
4
Westphal, Joseph J.
Building Interior, Foundation Wall, at grids
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type
7-01 1 6 7 114810 6.00 28.27 4,060 B
Capping Remarks
Method * Code(s)
N B2
Break Remarks: B2
* Capping Method: N = ASTM C1231, Unbonded Caps S = ASTM C617, Sulfur Caps
The 7 day test result projects that the specified strength will likely be met at28 days according to a typical
age-strength relationship.
TYPES OF FRACTURE
X^^/'l
A B CD E
-Cone Cone Cone $hNr Cok.",..,
& &.
SpIt Shear
Robert AI S vick I
BRAUN
INTERTEC
Letter of Transmittal
Client: Bossardt Corporation
Date: December 15,2005
Braun Intertec Project No: LC-05-03993
Transmittal No:
4
Braun Intertec Corporation
2831 Larson Street
LaCrosse, WI 54603-1814
To: Bob Hutchins
Prior Lake City Hall
16200 Eagle Creek Ave. S.E
Prior Lake, MN 55372
Phone: 952-447-9810
Fax: 952-447-4245
Re: Early Childhood Center/Westwood Gym, Multiple Locations, Prior Lake, MN
This Transmittal is being Sent:
For your approval
As requested
Y For your records
For review
I Information Sent
Concrete Tests
I Copies I Reference Numbers
1 Set Numbers 8 thru 11
I Comments/Clarification
7 -day results
I Transmittal List
Katherine Russell, BKBM Engineers
Duane Warren, Bossardt Corporation
Joe Yerbich, Bossardt Corporation
Kevin David, Gresser Concrete & Masonry
Dan Mehleis, Independent School District # 719
Bob Hutchins, Prior Lake City Hall
Lynae Schoen, Wold Architects and Engineers
I Information Sent
Concrete Tests (1)
Concrete Tests (1)
Concrete Tests (1)
Concrete Tests (1)
Concrete Tests (1)
Concrete Tests (1)
Concrete Tests (1)
1
Sent By:
Phone:
Rhonda R Mosher
(608) 781-7277
Rev. 8/6/04
..; Providing engineering and environmental solutions since 1957
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 12/12/05
Work Order: 0511594
Client:
Erik Youngquist
Bossardt Corporation
8585 W 78th Street
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood CenterlWestwood' Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. (OF):
Liquid Added On Site: None
Pour Location:
8
11129/05
1 :20 pm
11130/05
4
6.0
61
20
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set
Cylinders Cast By:
4568
Cemstone
6 +/- 1.5
4500
738
1295792
4
Smolarek, Brent S
Building Exterior, Wall, Early Childhood Center grids 0-6.5 to D-5 to B-5 to B-1 to A-I to A-3 to B-3, C-l
to D.3-1
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code( s)
8-01 1 6 7 121880 6.00 28.27 4,310 C N B2
* Capping Method: N = ASTM C1231, Unbanded Caps S = ASTM C617, Sulfur Caps
Break Remarks: B2 The 7 day test result projects that the specified strength will likely be met at28 days according to a typical
age-strength relationship.
TYPES OF FRACTURE
XA;\/i
A B CD E
~ Cone (;:t/l'le $hUr ~'H'"
,. &.
SpIt Shear
'Robef( A San~ck I
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 12/12/05
Work Order: 0511595
Client:
Erik Youngquist
Bossardt Corporation
8585 W 78th Street
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood CenterlWestwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. COF):
Liquid Added On Site: None
Pour Location:
9
11/29/05
1:58 pm
11/30/05
4
4.1
60
20
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set
Cylinders Cast By:
4568
Cemstone
6 +/- 1.5
4500
668
1295818
4
Smolarek, Brent S
Building Exterior, Wall, Early Childhood Center grids 0.6.5 to D-5 to B-5 to B-1 to A-I to A-3 to B-3, C-l
to D.3-1
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture
Sample No. (days) (days) (days) (poUJ,lds) (in.) (sq. in.) (psi) Type
9-01 1 6 7 131190 6.00 28.27 4,640 B
Capping Remarks
Method * Code(s)
N D2
Break Remarks: D2
* Capping Method: N = ASTM C1231, UnbondedCaps S =ASTM C617, Sulfur Caps
The 7 day test result meets or exceeds the 28 day specified strength.
TYPES OF FRACTURE
X"^!/
ABC 0 E
~ Cone Cone Shear Coturoner
&. &
SpIt Shear
BRAUN
I NTE RTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 12/12/05
Work Order: 0511721
Client:
Erik Youngquist
Bossardt Corporation
8585 W 78th Street
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. eF):
Liquid Added On Site: None
Pour Location:
10
12/1105
I :20 pm
12/2/05
3 1/2
4.8
70
20
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set
Cylinders Cast By:
4568
Cemstone
6 +/- 1.5
4500
521
1297618
4
Smolarek, Brent S
Building Exterior, Foundation Wall, Early Childcare Center at grids A-I to C-l, wall stoops at grids A-2.5 to
A-9.5
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type
10-1 1 6 7 102800 6.00 28.27 3,640 D
Capping Remarks
Method * Code(s)
N B2
Break Remarks: B2
* Capping Method: N = ASTM C 1231, Unhanded Caps S = ASTM C617, Sulfur Caps
The 7 day test result projects that the specified strength will likely be met at28 days according to a typical
age-strength relationship.
TYPES OF FRACTURE
X /\1:/ -LJ
ABC 0 E
~ Cone Cone $heir Columnar
&. &.
SpIt Shear
BRAUN
I NTE RTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 12/12/05
Work Order: 0511725
Client:
Erik Youngquist
Bossardt Corporation
8585 W 78th Street
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. eF):
Liquid Added On Site: None
Pour Location:
11
12/2/05
1:15 pm
12/3/05
3
4.2
74
20
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set
Cylinders Cast By:
4568
Cemstone
6 +/- 1.5
4500
738
1298733
4
Smolarek, Brent S
Building Exterior, Foundation Wall, Early Childhood Center grids E to G from 1.2 to 1.3
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code( s)
11-1 1 6 7 111950 6.00 28.27 3,960 D N B2
* Capping Method: N = ASTM C1231, Unbonded Caps S = ASTM C617, Sulfur Caps
Break Remarks: B2 The 7 day test result projects that the specified strength will likely be met at28 days according to a typical
age-strength relationship.
TYPES OF FRACTURE
X/\A/ _
ABC 0 E
Cone Cone Cone Shear CoftImnar
& ,.
Spit Shear
A'l:
Rooerf' A ~dvick (
BRAUN
INTERTEC
Letter of Transmittal
Client: Bossardt Corporation
Date: December 16,2005
Braun Intertec Project No: LC-05-03993
Transmittal No:
5
Braun Intertec Corporation
2831 Larson Street
LaCrosse, WI 54603-1814
To: Bob Hutchins
Prior Lake City Hall
16200 Eagle Creek Ave. S.E
Prior Lake, MN 55372
Phone: 952-447-9810
Fax: 952-447-4245
Re: Early Childhood Center/Westwood Gym, Multiple Locations, Prior Lake, MN
This Transmittal is being Sent:
For your approval
As requested
Y For yourrecords
For review
, Information Sent
Concrete Tests
Copies Reference Numbers
Set #'s 3 thru 5, 12 thru 17
I Comments/Clarification
28-day results (Set #'s 3 thru 5); 7-day results (12 thru
17)
I Transmittal List
Katherine Russell, BKBM Engineers
Duane Warren, Bossardt Corporation
Joe Yerbich, Bossardt Corporation
Kevin David, Gresser Concrete & Masonry
Dan Mehleis, Independent School District # 719
Bob Hutchins, Prior Lake City Hall
Lynae Schoen, Wold Architects and Engineers
Information Sent
Concrete Tests (I)
Concrete Tests (1)
Concrete Tests (1)
Concrete Tests (1)
Concrete Tests (1)
Concrete Tests (1)
Concrete Tests (1)
Sent By:
Phone:
Rhonda R Mosher
(608) 781-7277
Rev. 8/6/04
· Providing engineering and environmental solutions since 1957
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 12/16/05
Work Order: 0511160
Client:
Erik Youngquist
Bossardt Corporation
8585 W 78th Street
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. (OF):
Liquid Added On Site: None
Pour Location:
3
11115/05
1:15 pm
11/16/05
5
1.5
70
40
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set
Cylinders Cast By:
3047
Cemstone
None
3000
719
1286246
4
Smolarek, Brent S
Building Interior, Footing, Early Childhood Center @Grids liS-II to B-l1 to B-7 to D-7 to D-5 to B-5 to
B-4
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code( s)
3-01 1 6 7 96970 6.01 28.37 3,420 C N D2
3-02 1 27 28 149300 5.99 28.18 5,300 C N El
3-03 1 27 28 145620 5.99 28.18 5,170 B N E1
* Capping Method: N = ASTM C1231, Unbonded Caps S = ASTM C617, Sulfur Caps
Break Remarks: D2
El
The 7 day test result meets or exceeds the 28 day specified strength.
The average 28 day test result meets or exceeds the specified strength
TYPES OF FRACTURE
X./\^'/~
ABC 0 E
Cone Cone Cone $heir ~
.. I.
Split Shear
Robert A Sandvick
~
BRAUN
I NTE RTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 12/16/05
Work Order: 0511251
Client:
Erik Youngquist
Bossardt Corporation
8585 W 78th Street
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood CenterIWestwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. eF):
Liquid Added On Site: None
Pour Location:
4
11117/05
1:15 pm
11118/05
6
2.3
64
20
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set
Cylinders Cast By:
3047
Cemstone
None
3000
641
1287980
4
Smolarek, Brent S
Building Interior, Footing, footings and footing pads, Early Childhood Center@Grids B4 to B-1 to F.5-1.2
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code( s)
4-01 1 6 7 76730 6.01 28.37 2,700 D N B2
4-02 1 27 28 158620 6.00 28.27 5,610 B N E1
4-03 1 27 28 159090 6.00 28.27 5,630 C N El
* Capping Method: N = ASTM C1231, Unbonded Caps S = ASTM C617, Sulfur Caps
Break Remarks: B2
El
The 7 day test result projects that the specified strength will likely be met at28 days according to a typical
age-strength relationship.
The average 28 day test result meets or exceeds the specified strength
TYPES OF FRACTURE
X/\A/ __
A B CD E
Cone Cone Cone Shear Colln.lf....
&. &
Spit Shear
Robert A Sandvick
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 12/16/05
Work Order: 0511252
Client:
Erik Youngquist
Bossardt Corporation
8585 W 78th Street
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood CenterIWestwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. (DF):
Liquid Added On Site: None
Pour Location:
5
11117/05
1 :50 pm
11118/05
6
2.1
64
20
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set
Cylinders Cast By:
3047
Cemstone
None
3000
531
1288026
4
Smolarek, Brent S
Building Interior, Footing, footings and footing pads, Early Childhood Center @Grids B4 to B-1 to F.5-1.2
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code( s)
5-01 1 6 7 82030 6.01 28.37 2,890 E N B2
5-02 1 27 28 164410 6.00 28.27 5,810 D N El
5-03 1 27 28 158340 6.00 28.27 5,600 B N El
* Capping Method: N = ASTM C1231, UnbondedCaps S = ASTM C617, Sulfur Caps
Break Remarks: B2 The 7 day test result projects that the specified strength will likely be met at28 days according to a typical
age-strength relationship.
El The average 28 day test result meets or exceeds the specified strength
TYPES OF FRACTURE
X: /\ 1/
A B CD E
Cone Cone Cone bar COlumnar
&. ,.
Spit Shear
~
Robert A Sandvick
BRAUN
.
I NTE RTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 12/16/05
Work Order: 0511809
Client:
Erik Youngquist
Bossardt Corporation
8585 W 78th Street
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood CenterIWestwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. (DF):
Liquid Added On Site: None
Pour Location:
12
12/5/05
2:00 pm
12/6/05
51/4
1.9
50
5
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set
Cylinders Cast By:
3047
Cemstone
None
3000
o
o
4
Smolarek, Brent S
Building Exterior, Footing, Early Childhood Center Grids B-ll to H-ll to 1-7.5
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type
12-1 1 6 7 96450 6.00 28.27 3,410 C
Capping
Method *
N
Remarks
Code(s)
D2
Break Remarks: D2
* Capping Method: N = ASTM C1231, Unbonded Caps S = ASTM C617, Sulfur Caps
The 7 day test result meets or exceeds the 28 day specified strength.
TYPES OF FRACTURE
X/\;\/ _
ABC 0 E
Cone Cone Cone $hur ~,...
&. &
Spit Sheer
(If
BRAUN
I NTE RTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 12/16/05
Work Order: 0511810
Client:
Erik Youngquist
Bossardt Corporation
8585 W 78th Street
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood CenterIW estwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. COF):
Liquid Added On Site: None
Pour Location:
13
12/5/05
2:30 pm
12/6/05
71/2
1.1
55
5
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set
Cylinders Cast By:
3047
Cemstone
None
3000
171
1299552
4
Smolarek, Brent S
Building Exterior, Footing, Early Childhood Center Grids &11 to H-l1 to 1-7.5
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type
13-1 1 6 7 73740 6.00 28.27 2,610 B
Capping Remarks
Method * Code(s)
N B2
Break Remarks: B2
* Capping Method: N = ASTM C1231, Unbanded Caps S = ASTM C617, Sulfur Caps
The 7 day test result projects that the specified strength will likely be met at28 days according to a typical
age-strength relationship.
TYPES OF FRACTURE
X ^I / __
A B CD E
Cone Cone Cone $hear Columnar
& &
Spit Shear
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 12/16/05
Work Order: 0511896
Client:
Erik Youngquist
Bossardt Corporation
8585 W 78th Street
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood CenterlWestwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. COF):
Liquid Added On Site:
Pour Location:
Sample LocationINotes:
14
12/8/05
12:40 pm
12/9/05
3
2.2
62
18
10 GAL Water (per 10 cu. yds.)
Building Interior, Footing, Grid 1.2 to 7.1 on gridline I
Sampled at grid 1-6.8
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set
Cylinders Cast By:
3047
Cemstone
Not Required
3000
668
1301498
4
Field, Bryan C.
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type
14-1 1 6 7 91600 6.00 28.27 . 3,240 B
Capping Remarks
Method * Code(s)
N D2
Break Remarks: D2
* Capping Method: N = ASTM C1231, Unbonded Caps S = ASTM C617, Sulfur Caps
The 7 day test result meets or exceeds the 28 day specified strength
TYPES OF FRACTURE
XAAI'/
ABC 0 E
C4M Cone Cone $Mar CoIurnnar
'" ,.
SpOt Shear
Robert A Sandvick
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 12/16/05
Work Order: 0511897
Client:
Erik Youngquist
Bossardt Corporation
8585 W 78th Street
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood CenterIWestwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. (DF):
Liquid Added On Site:
Pour Location:
Sample LocationINotes:
IS
12/8/05
1:15 pm
12/9/05
5
1.7
61
18
10 GAL Water (per 10 cu. yds.)
Building Interior, Footing, Grid 1.2 to 7.1 on gridline I.
Sampled at grid 1-3.7
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set
Cylinders Cast By:
3047
Cemstone
Not Required
3000
516
1301559
4
Field, Bryan C.
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type
15-1 1 6 7 82910 6.00 28.27 2,930 D
Capping
Method *
N
Remarks
Code(s)
B2
Break Remarks: B2
* Capping Method: N = ASTM C1231, Unbonded Caps S = ASTM C617, Sulfur Caps
The 7 day test result projects that the specified strength will likely be met at28 days according to a typical
age-strength relationship.
TYPES OF FRACTURE
X/\/(/ ~
ABC D E
Cone Cone Cone Shear Columnar
& &
Split Shear
Robert A Sandvick
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 12/16/05
Work Order: 0511899
Client:
Erik Youngquist
Bossardt Corporation
8585 W 78th Street
Suite 100
Minneapolis, MN 55438
Project: LC-05-03993
Early Childhood Center/W estwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. (DF):
Liquid Added On Site:
Pour Location:
Sample LocationINotes:
16
12/8/05
1 :40 pm
12/9/05
4
1.6
62
18
10 GAL Water (per 10 cu. yds.)
Building Interior, Footing, Grid 1.2 to 7.1 on gridline I.
Sampled at grid 1-1.5
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set:
Cylinders Cast By:
3047
Cemstone
Not Required
3000
514
1301588
4
Field, Bryan C.
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture Capping Remarks
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type Method * Code(s)
16-1 1 6 7 84340 6.00 28.27 2,980 ' C N B2
* Capping Method: N = ASTM C1231, Unbonded Caps S = ASTM C617, Sulfur Caps
Break Remarks: B2 The 7 day test result projects that the specified strength will likely be met at28 days according to a typical
age-strength relationship.
TYPES OF FRACTURE
X/\^"/ ~
A B CD E
~ Cone Cone Shear Coh....._'
,. ,.
SpIt Shear
~'Robeft A S-andvick
BRAUN
INTERTEC
Compressive Strength of Concrete Cylinder
Test Method: ASTM C39, 6x12 Cylinder
Report Date: 12/16/05
Work Order: 0511900
Client:
Erik Youngquist
Bossardt Corporation
8585 W 78th Street
Suite 100
Minneapolis, MN 55438
Project: LC-05-0399~
Early Childhood Center/Westwood Gym
Multiple Locations
Prior Lake, MN 55014
Field Test Conditions and Results
Set Number:
Date Cast:
Time Cast:
Date Received:
Measured Slump (in.): (ASTM C143)
Measured Air (%): (ASTM C231)
Concrete Temp. (OF): (ASTM C 1064)
Air Temp. COF):
Liquid Added On Site: None
Pour Location: Building Interior, Foundation Wall, Grid F to G on gridline II and piers at grid C-9, C-I0, D-9, and D-IO.
Sample LocationINotes: Sampled at foundation wall
17
12/8/05
2:20 pm
1219105
3 1/2
5.0
60
18
Mix Design:
Supplier:
Specified Air (%):
Specified Strength (psi):
Truck Number:
Ticket Number:
Cylinders per Set
Cylinders Cast By:
4568
Cemstone
6 +/- 1.0
4000
576
1301726
4
Field, Bryan C.
Compression Test Results
Field Lab Test Max. Cylinder Cylinder
Cure Cure Age Load Diameter Area Strength Fracture
Sample No. (days) (days) (days) (pounds) (in.) (sq. in.) (psi) Type
17-1 1 6 7 108980 6.00 28.27 3,850 B
Capping Remarks
Method * Code(s)
N B2
Break Remarks: B2
* Capping Method: N = ASTM C1231, UnbondedCaps S = ASTM C617, Sulfur Caps
The 7 day test result projects that the specified strength will likely be met at28 days according to a typical
age-strength relationship.
TYPES OF FRACTURE
X/\A/
ABC 0 E
Cone Cone Cone bar Co~
&. &
SpitShHl'
~
CITY OF PRIOR LAKE
INSPECTION NOTICE
DAM .@
SCHEDULED ~~
td~O~:; Ld-
ADDRESS
s...s e;~
OWNER
PHONE NO.
o FOOTING
o FOUNDATION
o FRAMING
o INSULATION
Af'FIRAL
o SITE INSPECTION
COMMENTS:
CONTR.
PERMIT NO.
~- //O/"
o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
o EXIGRADIFILLING
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GASLINE AIR TST
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~ SATISFACTORY, PROCEED
o CORRECT ACTION AND PROCEED
o CORRECT WO~~. :~FOR REINSPECTION BEFORE COVERING
Inspector: ~~ Owner/Contr:
,
CALL 447.9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI
INSNOTl
CITY OF PRIOR LAKE
INSPECTION NOTICE
ADDRESS
-51"" J (J~
I
OWNER
PHONE NO.
o FOOTING
o FOUNDATION
o FRAMING
o INSULATION
o FINAL
~iNSPECTION
COMMENTS:
f!!!)
SCHEDULED ~~~.c
pt/f!O~#elJ ~y .
CONTR.
PERMIT NO.
0- //~/
o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
o EXIGRADIFILLlNG
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GASLINE AIR TST
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o CORRECT ACTION AND PROCEED
o CORRECT ~~ :A~L51R REINSPECTION BEFORE COVERING
Inspector: /~~ Owner/Contr:
CALL ~7-9850 'R THE NEXT INSPECTION 24 HOURS IN ADVANCE..
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI
/NSNO"
CITY OF PRIOR LAKE
INSPECTION NOTICE
ADDRESS
OWNER
SJlJf
PHONE NO.
o FOOTING
o FOUNDATION
o FRAMING
o INSULATION
o FINAL
o SITE INSPECTION
DATE
SCHEDULED ~~
U/~ /t:vad ~
&~
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CONTR.
PERMIT NO.
S-//c;/
o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
o EXIGRADIFILLlNG
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GASLlNE AIR TST
o
COM_MENTS: /" / 0 .,
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~K. CALL FOR REINSPECTION BEFORE COVERING
Inspector: /~ner/Contr:
CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.,
CODE REQUIREMENTS A.RE FOR YOUR PERSONAL HEALTH cl SAFETYI
ADDRESS
S30e:/
DATE
;fi~k
ttJ~I-4G/l:fIC)c! ;Jr
n~
CITY OF PRIOR LAKE
INSPECnON NOTICE
SCHEDULED
OWNER
CONTR.
PHONE NO.
PERMIT NO.
o FOOTING
[J FOUNDATION
[J FRAMING
o INSULATION
o FINAL
[J SITE INSPECTION
~UMBING RI
[J MECH RI
[J WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
o EXIGRADlFILLING
o COMPLAINT
[J FIREPLACE RI
o FIREPLACE FINAL
o GASLlNE AIR TST
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Inspector: F~/ Owner/Contr:
"
CALL 447.9850 FOR THE NEXT INSPECnON 24 HOURS IN ADVANCE.,
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH cl SAFETY!
INS/iOTl
CITY OF PRIOR LAKE
INSPECTION NOTICE
SCHEDULED
ADDRESS
SJ()~ U4J~~tCI~
OWNER
CONTR.
PHONE NO.
PERMIT NO.
o FOOTING
[J FOUNDATION
o FRAMING
o INSULATION
o FINAL
o SITE INSPECTION
.,..B'15[UMBING RI
[J MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
DATE
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Inspector: ~ Owner/Contr:
CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
_n
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI
CITY OF PRIOR LAKE
INSPECTION NOTICE
DA,. 1?iiJ
//;~~
, I
S3c~ (4f?.r/~0'~d ,a
SCHEDULED
ADDRESS
OWNER
CONTR.
PHONE NO.
PERMIT NO.
~UMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
o EXIGRADlFILLING
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GASLlNE AIR TST
o
o FOOTING
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o CORRECT ACTION AND PROCEED
R REINSPECTION BEFORE COVERING
Inspector:
Owner/Contr:
CALL 447.98~~ FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH &I SAFETY/
INSNOn
DATE
CITY OF PRIOR LAKE i ~ "L /
INSPECTION NOTICE SCHEDULED ~
ADDRESS ~()F tv~PcJ/ ~
nilE &
OWNER
CONTR.
PHONE NO.
PERMIT NO.
~i.JMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
o EXIGRADIFILLING
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GASLlNE AIR TST
o
o FOOTING
o FOUNDATION
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o FINAL
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Inspector:
Owner/Contr:
CALL 447.9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE..
CODE REQUIREMENTS A.RE FOR YOUR PERSONAL HEALTH cl SAFETY/
INSNOTI
CITY OF PRIOR LAKE
INSPECTION NOTICE
/1~
I ,
.'C?o~ #U~~c:;L'Dd ~
n~
SCHEDULED
ADDRESS
OWNER
CONTR.
PHONE NO.
PERMIT NO.
, ~//t'/
~TING
o FOUNDATION
o FRAMING
o INSULATION
o FINAL
o SITE INSPECTION
o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
o EXIGRADIFILLING
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GASLINE AIR TST
o
~?MMENTS: / . _
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o CORRECT ACTION AND PROCEED
~ORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING
Inspector: ~ J Owner/Contr:
CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.,
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAI'l!.l :1'/
INSNOTl
~n ~
/~~~s- tJY
-Oor U/4?J~,d //r
CITY OF PRIOR LAKE
INSPECTION NOTICE
ADDRESS
OWNER
PHONE NO.
~TING
o FOUNDATION
o FRAMING
o INSULATION
o FINAL
o SITE INSPECTION
SCHEDULED
CONTR.
PERMIT NO.
o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
.s--- /tt' '" /
o EXIGRADIFILLING
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GASLlNE AIR TST
o
COMMENTS: . ~,., ~
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Inspector: _~..-------- Owner/Contr:
CALL 447.9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE..
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH 41 SAFETYI
INSNOTl
COMMENTS: /
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CITY OF PRIOR LAKE
INSPECTION NOTICE
SCHEDULED
ADDRESS
~JO~ U/etSLotDJ
OWNER
CONTR.
PHONE NO.
PERMIT NO.
~TING
~OUNDATlON
o FRAMING
o INSULATION
o FINAL
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o PLUMBING RI
o MECH RI
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Inspector: f~~ Owner/Contr:
CALL 447-~8~~ F9R THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQUIREMENTS A.RE FOR YOUR PERSONAL HEALTH & SAFETYI
INSNOn
DUE @
CITY OF PRIOR LAKE /'1 h . /
INSPECTION NOTICE SCHEDULED ~,?~r
S.](JY (/U~~4-d'. 4r
ADDRESS
OWNER
PHONE NO.
o FOOTING
~UNDATION
o FRAMING
o INSULATION
o FINAL
o SITE INSPECTION
CONTR.
PERMIT NO.
,s- - //d ,/
o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
o EXIGRAD/FILLING
o COMPLAINT
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o FIREPLACE FINAL
o GASUNE AIR TST
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COM~NTS: /' . ~
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InSpecto~ Owner/Contr:
CALL 447-'850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI
IN$NOrl
CITY OF PRIOR LAKE
INSPECTION NOTICE
SCHEDULED
""~j '>
DATE ~
//~r
.d-
ADDRESS
S.Jof" U/e-(j~()ec1
OWNER
PHONE NO.
o FOOTING
o FOUNDATION
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o INSULATION
o FINAL
o SITE INSPECTION
CONTR.
PERMIT NO.
o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
J -//0/
o EXIGRADIFILLING
o COMPLAINT
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o FIREPLACE FINAL
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o
COMMENTS:
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Inspector: /~ Owner/Contr:
CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH &I SAFETYI
/NSNOTl
CITY OF PRIOR LAKE
INSPECTION NOTICE
/~
DATE ~
~~dS
flo,-/ a/~~LdcJl /J,r
SCHEDULED
ADDRESS
OWNER
CONTR.
PHONE NO.
PERMIT NO.
~~--//t1/
o FOOTING
~UNDATION
o FRAMING
o INSULATION
o FINAL
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o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
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Inspector: ~ Owner/Contr:
CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI
INSNOTI
DATE ~
CITY OF PRIOR LAKE . .., / I
INSPECTION NOTICE SCHEDULED /~2I,I..Oj
ADDRESS ~c3 01' ~~ ~I ;jy
OWNER CONTR.
PHONE NO.
~TING
~ ~~~NDATION
o FRAMING
o INSULATION
o FINAL
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PERMIT NO.
s--//CJ /
o PLUMBING RI
o MECH RI
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o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING
Inspector: ~ Owner/Contr:
CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH &: SAFETY!
IJIISNOT1
DATE e
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ADDRESS
OWNER
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PHONE NO.
PERMIT NO.
~TING
~NDATION
[J FRAMING
[J INSULATION
[J FINAL
[J SITE INSPECTION
[J PLUMBING RI
[J MECH RI
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CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
/NSNOn
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH &: SAFETY!
CITY OF PRIOR LAKE
INSPECTION NOTICE
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DATE
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OWNER
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COMMENTS: _ /
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,
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CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH" SAFETY/
/NSNOn
CITY OF PRIOR LAKE
INSPECTION NOTICE
~.
DATE
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CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY!
INSNOn
ADDRESS
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DATE (!2j
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CITY OF PRIOR LAKE
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CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE..
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI
INSNOTl
CITY OF PRIOR LAKE
INSPECTION NOTICE
SCHEDULED
ADDRESS
SJoY' tLI-4S~dC)/
OWNER
CONTR.
PHONE NO.
PERMIT NO.
o FOOTING
~UNDATION
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lNSNOTl
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH &I SAFETY!
~~
DATE ~
CITY OF PRIOR LAKE J 7 It; L.
INSPECTION NOTICE SCHEDULED ~~
ADDRESS ~;f c7r/ W& La;; a
OWNER
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CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH cl SAFETY!
IJtSNOTI
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DATE lJ
CITY OF PRIOR LAKE . .. /"L~
INSPECTION NOTICE SCHEDULED I~ ~
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Inspector: y-v- ~ Owner/Contr:
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CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH cl SAFETY!
INSNOTl
DATE @
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CITY OF PRIOR LAKE
INSPECTION NOTICE
SCHEDULED
ADDRESS
OWNER
CONTR.
PHONE NO.
..,.JI-'FOt5fING
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o FINAL
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PERMIT NO.
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, ,
CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
INVIOTI
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY!
CITY OF PRIOR LAKE
INSPECTION NOTICE
~
DATE TIME
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PHONE NO.
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Inspector: ~ Owner/Contr:
CALL 447.9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY!
INSNOTI
CITY OF PRIOR LAKE
INSPECTION NOTICE
ADDRESS
5;]oe(
OWNER
PHONE NO.
o FOOTING
~DATION
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DATE n~
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CALL 447.9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY!
INSNOn
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CITY OF PRIOR LAKE
INSPECTION NOTICE
SCHEDULED
ADDRESS
OWNER
CONTR.
PHONE NO.
PERMIT NO.
o FOOTING
~ ruUNDATION
o FRAMING
o INSULATION
o FINAL
o SITE INSPECTION
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Inspector: ~ Owner/Contr:
CALL 447.9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
IIUNOn
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY/
CITY OF PRIOR LAKE
INSPECTION NOTICE
Dm etJ
Idrior-
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SCHEDULED
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PHONE NO.
PERMIT NO.
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Inspector: ~ Owner/Contr:
~ALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI
/NSNOrl
CITY OF PRIOR LAKE
INSPECTION NOTICE
SCHEDULED
ADDRESS
$3o~ ,tt/~~~/
OWNER
PHONE NO.
o FOOTING
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Inspector. ~ ~ Owner/Contr:
CALL 447.9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQUIREMENTS A.RE FOR YOUR PERSONAL HEALTH & SAFETYI
INSNOn
DATE neiJ
/~~\'
J:3 0 ~ U/ed~~~ / ,#y-
CITY OF PRIOR LAKE
INSPECTION NOTICE
SCHEDULED
ADDRESS
OWNER
CONTR.
PHONE NO.
PERMIT NO.
[] FOOTING
~NDATION
o FRAMING
o INSULATION
[] FINAL
o SITE INSPECTION
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[] MECH RI
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Inspector: ~ / '------Owner/Contr:
. -
CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.,
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH cI SAFETY/
INSNOTI
CITY OF PRIOR LAKE
INSPECTION NOTICE
(!!)
I(/~~
~3c:/~ u/eJ/~~~c1 /r
DATE
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ADDRESS
OWNER
CONTR.
PHONE NO.
~TING
~NDATION
o FRAMING
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PERMIT NO.
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COMMENTS: /1 / .- /
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Inspector: ~ Owner/Contr:
/
C/91-/0
I
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CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH cl SAFETYI
~-O
DATE I.Me
SCHEDUlED L/ul-Pf:'
tA/.es !wflnJ tJr
CITY OF PRIOR LAKE
INSPECTION NOTICE
ADDRESS
S-..1o~
OWNER
CONTR.
PHONE NO.
PERMIT NO.
o F~G 0 PLUMBING RI
....>>..FOUNDA TION 0 MECH RI
o FRAMING 0 WATER HOOKUP
o INSULATION 0 SEWER HOOKUP
o FINAL 0 PLUMBING FINAL
o SITE INSPECTION 0 MECH FINAL
COMMENTS: UC/&?/ /
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Inspector: /~~ Owner/Contr:
, ~
CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
INSIIOTl
CODE REQUIREMENTS A.RE FOR YOUR PERSONAL HEALTH cl SAFETY!
CITY OF PRIOR LAKE
INSPECTION NOTICE
SCHEDULED
ADDRESS
SltN tv~<s~"
OWNER
CONTR.
PHONE NO.
PERMIT NO.
~r\J\.i ,.',JG
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DATE (!p
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Inspector: 1/"1/ ~ Owner/Contr:
CALL 447.9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
INSNOTl
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY/
DATE
CITY OF PRIOR LAKE ~.I~ ~JI,
INSPECTION NOTICE SCHEDULED ~
~SO~ ~LCJeYj'
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ADDRESS
OWNER
CONTR.
PHONE NO.
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[J FOUNDATION
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[J INSULATION
[J FINAL
[J SITE INSPECTION
PERMIT NO.
0- -//0/
o PLUMBING RI
[J MECH Rl
[J WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
[J MECH FINAL
o EXIGRADIFILLlNG
[J COMPLAINT
[J FIREPLACE RI
o FIREPLACE FINAL
o GASLlNE AIR TST
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o WORK SATISFACTORY, PROCEED ..:. .//"'"
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[J CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING
Inspector: /~ ~ner/Contr:
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CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI
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ADDRESS
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SCHEDULED
CITY OF PRIOR LAKE
INSPECTION NOTICE
OWNER
CONTR.
PHONE NO.
PERMIT NO.
s-//o/
o FOOTING
o FOUNDATION
o FRAMING
o INSULATION
o FINAL
o SITE INSPECTION
o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
o EXIGRADIFILLING
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GASLlNE AIR TST
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o WORK SATISFACTORY, PROCEED
~RECT ACTION AND PROCEED
o CORRECT W~R} >>y,:R REINSPECTION BEFORE COVERING
Inspector: ~ Owner/Contr:
r ,
CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI
INSNOTl