HomeMy WebLinkAboutMATERIALS & TESTING INSPECTION - 06-00366 - American Construction Supply-h,
12: H 0 1--' 7451406
0 1 ,
TO: Brad
S-1-FEL,'S
, I ITSION
FAX: 624-10=13
.9 15
PAGES10, INCLUDING THIS COVER SHEET
DATE.- March. 28, 2007
Attacbed are, the certificati
Th,an.ks !
j
CONSTRUCTION
j� E
PAE 0 1
From the desk of..,
KAREN w'1LLIAMS
SiEELVISION CONSTRUCTION INC.
M11111110
INIM
vre
131WHLEN
P-0, BOX 21
RIGBY, ID 83442
208/745-1105
FAX 2 0 8/74 5 -14 06
Jim
MATERIALS
TESTING &
INSPECTION
U Fznvironmentaj Services
Nopeif
:
L ISI
ASTM C-39 Concrete Cylinder
Compressive Strength
C Gati.l Eng ince in?
Mile B.resslar
Steel visi-on COnst-uction
P0 Box 21
RAOY, 11) 8344.0
CO-Mractor: Brytui Landon
5uppti4tr: Walters
Mix ID: 194
wmmw� Location; Daorwa � oz� frs�-�e line, .I stern waIZs
MIX PROPORTIONS PROVIDE
D ]BY SUPFLI-E-%[R:
S'zc of Load -
Cement (lbs).
fir Asb la
Water (gal):
Comae Agg. #I I bs:
C.0arsz AW. 92 (lbs):
n g . # 1 1 bs
` ne Agg. # (lbs):
Admix #I (oz):
Admix (oz):
Admix
10 yards
— 1 543
32050
1
MBAE-90— 21
P-322 .d I
Tito —
MateriaJs Test-
ing
PAGE 05
PAGE #1 01w I
ROLON DATE IU2012MM
R ASTERN,
AMERICAN COLT B,L �Cf; .DM
Spedal Inspectionr,
De(208)74-5-1105
Fax- (208) 745-1406
Project: AmerleaO Construction Building
ect Nana er: Dan King
lnspector4 tephe:n Fremming
Truck 46., 34
Yards-- 291/z
Ticket 1998
Repot oo i r
TEST PROPERTIES & CVNnITr+aNs,
Wea-dler Conditions:
Arnbieni Terstpergdure (F)-
Concfele
Temp. (ASTM C 164) (F),
Time CtsncMe Batched (kom Ticket),
Time Rcpre.5ebcativc G4XXCTCT'C plac��
Alit` Content (ASTM L' 231 or �-I 7�} (°fo};
5iwup (ASTM C 143) (inchcsy
Unit Weight (ASTM C 138):
Yjcld (ASTM C 138):
WaierAdded (gals).
Set !# (if any)
Sampled �Or 'l.j- ASTM C 172
yl Ender d' meter
Wed Qn averase fol, indicated test jwc-
ASTM -617 is a siziftir TNI C
231 neaprtn^ pads I
;ed wiless 14
SluMP specification r Ise noted
acts notified of slightly bigher slump.
Uthere are questions cpncerx�an� t�iis report (c61834.doc), prase contact the PMJect '
anager listed above_
Respectfujiv submitted,
MATERMLS TESTING & WSpIECTjorq INC.
- panOWL
';z
Reviewed, by: C,,��-�� DuPont Services Alanager
1230 Nonh Skyline Drive,J
1 83402 208-529- 4
. Website-' WWW. r #i -i
Fix: 20B-�2g- 9g �
N
- - --- -•-� ..� . _r....Pxlu.lae paa5 Erse] unlms gthervyxse t?4te[i.,
NOte' Slump specification is T', to 4%2"' caxatractaz- notified ofsl1.ght1 v higher slurnp_
If there ax-ce questions Co�ac�ing this report (c61834). please contact the -project A4anage.r1 fisted abov
e.
MATERIALS
FTeSTING Er
INSPECTION
D Levi rommnkl Services
`ASTM C --w39 Concrete Cylinder
Compressive Strength
Mike Bress,lar
steelv1sion Q)nst
ruction
PO Box 21
R,-igbY> ID 8344()
Contracton Bryan Larldo
n
Supplier.' Walters
Mix ID i go
Lo�atin�: �7aarway, on frame Ia.n� l �.:iem wills
�V1.IX PROPORTIONS PROVIDED BY SUPPLIER:
Size of Load. 10 yarns
CeweiZt (lbs): ----------
Fly .Asia (lbs): -----.----
Water• (g?I)- 185 — l 543
CQarse Arg, #1 (lbs): 3205(7
Coarse ABg. #2 (15s): ----------
Fine Agg, #I (lbs): 139#0
Fite ABS #2 {lbs}_ ----------
Adm* #1 (oz)h MBAF,90 - 21
Admix #2 (oz).- Pvz-322 •- 141
Admix #3 [az}: Trim — 5
WaterlCement----------
C:�n��ruct��n Materials Testing
Phone:
a
Othcrrfl� (] - -.-
P
NE
PAGE #1 OF
,IV IN31N DATE W13rMg
R STER
IDAH01PcRM\E1$0 i -
AMERICAN CSTk C7 1 ,
3 speciai I��sectit�ns
(208) 745-1 1()5
(SOS) 745-J406
Pr Ject; American Constniction Building
PrDan King
Inspector: Stephen Fmuuriing
Tuck -"": 34
# t]fYardg-- 29V2
TiGket #; 1898
Report #; OQ 1 rc
1'ES'x' YROPERTIES & C0JVJ1J1'�Ii��S;
Wca fb er Co - fiom ; c1car
obi nt T cu (F): 88
r e Tcmp. (ASTM C 1064) (F).
Time Concrete Batched (froln Tf2():
Time Rt?.
Air Contcnt (ASTA4 C 1 or C,1 %): 37
Slump (ASS C, 1(inches):
Ur�t ' Wight T 1 ---------
Yield (ASTm C Be).,
er Adder -
bet if 1y)
a i in acc=Uncc with ASSC 172
Respectfully Subm�tted,
MATERIALS TESTtN(;. & INSPECTION INC,
. ro�o 0 M'A 0
RL'vjewedby: George
COrPOratg troch lice, Manage
Ss' " Mike brcissht l i
[WrIH Z)KYJ1ne DriveSuite Co
Idaho Fa[J * I 0
Ema'l: e1mt1 R i � q.S& orbita:Wwwrn
.
a 3/' 28/ 20 a 7
12:aP 20@7451406
MATERIALS 'U
TESTING Fr
INSPECTION
Mike Bresslar
3 Gavtechnical En ineettng
Steel Vision Construction
PO Box 21
Rigby, ID 83440
STEFL'r)ISION
3 Construcfion MMarials Testfn
0
Project:
Pro e&'Nlanage�-;
Jnspector,
Jnspection Date;
Other.
PDGF a3
PAGE #1 OF
E" DATE WIN2W
y . MRPJ
AMERCAN C I- pToo 1 RC.CXX
:l S acIS e ions
(208) 745-J 105
(208) 745-1406
American Construction Building
Din King
Stejpheia F
August 2, 2Q4}6
REINFORCED CONCRETE INSPECTION REPORT
On the above dare, aur Tepxesenta.tive performed. woxk on. the referenc�d �,S r� oproject � rted be -low.
Inspected reinforcing steed placement at SII sicm walls and the thr�e tnvst southernfa t'
o zngs on frame line 5-
Performed
one air entrainme�n.t test and "Ale slump test. Ubse:rved placement and ca
Yards 4f Walters concrete �:�.�.x #190.
Placed at locations toted sboWe, end cast one �� Q f �`���dation of 29V2
CylAbiders: #61834-#61837
r n four cylinders.
Work i0spected was iR coMPH911ce with project plaxIs and specifications .
If there are questions concerning this report (rptoo)rc), please contact the Project Man -ager listed above.
Respectfully submitted,
MATERIALS 'TESTING & INSPECTION INC.
R e%F iewed by: George DuPont
Corporate Construction Services .Manager
FWFUl OnyllulagI SUte, Idaho ��l1 a 6
Ly 83402 208-529-8242rt M;a I
Fax; 208-52"91-1
cublc
11-t,/2 G 2 0 0 7 1
ID
1 2 ■ 2a'87451406
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.� �
MATERIALS
TESTING
INSPECTION
TEEL�r�-,PT 10 N
Testing &
U 0"fthnkxii F=- r
Mike. Bressiar
Steel Vision Construction
PO Box 21
Rigby., ID 8344D
Froject.,
ProJect Mmauger;
luspeetor;
hmspectioii Date:
Phone:
F":
A F 02
PAGIF #I op I
"VANN" 0an 1
W1 *,-%mP
AJPM)=M DOM T
xVt",M4Sft,WC
4Sl,
(20 8) 7 -11
(208) 745-1406
Amer4'Wra Col"truction Badding
Dan King
Josh Clark
October 6, 2006
STRUCTU'RAL STEEL WELDLN(; INSPECTION REPORT
an the fti:�ave dar.e, 01ar represenlaUi
vC Perfo=ed work on the re,['ereIxccd project aS re�o��ed bclow.
Arr,Lved on site axad vi,su.ftl.lif 1"rispec1cd the complQ!ted -wcldi.ng perfanyled bv quP11fi�d �re�ders u�in a SMAW
Process w�.t� E701 R elcctr:�des. Ir ��x�c���,� consisted ��° single pzs� f��let welds �.t boltcd cii �v cnliurnn �r� north
gide Of sOu� cr�lurn�n �zd south szde ofnorr.�-i ���urnx�; and angle ii -on brac���o��olu�r�n to obe�.[�as,� I"d= and beams to
10
NOTC-: acted weldrv,jnspectA to cporof1jes,,R
drawing nI I
StillR1-1
Work itaptweted wits In c+na�p�.�c� �►aitb praieet plam aid speci.flcadons.
If there are questicim Doncerning this repvrt (70194swx), please ►;¢xnac.t the Pm`ect �at1Jasteel above.J�e
R v -IS
pe(A'Ully submitted,
MATERIALS STING & INSP.Ec ()N I -NC,
Reviewed by:
Corporate
Conshk..
� i S'`CC: Mike amsiar 'Steel V'S'(M C'0-n5trUc1iQA; Glog SWddard, Depajc4j.
4, - .MTI,
0
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,"/ 2007
11:46 20'871,451406
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STEELLrISIQN
Ironworker Welder Certification
Program of North America
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Welding Performance Cualiffcatio�
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'ller Metal_ .16A"N Rr equal
PONif"ration _ AWS A5,20T}}
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pipe
---,-.._ Amperage; 14 Z.) -300
1,- Voltage: 1-1
J114 6ft
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Por,t Hear'. NO N F Type c;f Joint.- AWS D-LJ2a-GF Thickness to U
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TESTING
s 0600366
� American Constructi
Wil &.41 b1i ENDOW— IN Pr=CTION
o Environmental Ser0c'es
o Geotechnical Engineerin
VAIL C HRI STENSEN-9 BTJLD1NG--0FF1CLkL-
on
Supply
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C0SCOPE OF SER%1C 2 a.
P. I
o Construction Materiae r �
ions
CITY OF REXBURG Pk
UIL ING DEPT. . - Fes:: 359-3024
I'.0. ]BOX 2S0
Rexburg., Ida. ho 83 440
Re:
scope'OfTesting and Inspection. Servi.ces for' the '
Proposed Project.: New* Building for. Amerman Constr-ucti
on — Rexburg Idaho
Dear Mr'. Christen -sen,
The scope of services has b
eerl prepared for you-Treview and evaivation. - -
Tile scope of 'services. is based on .a- conversation With Steel Vision, similarro'�cts and Cikexbur'requirements,I� � t� of g .
�UIRIM2 on C oncre#e Foundatlion ,The Scope of Services includes; 1� concrete testing.and inspection
2) High Strength Tia lting I1�,spection
• Concrete - "Special lnspectioil�, of concrete- isr'equffe
d for stern walls only. Structural concrete Will be,
. - tested at intervals of .One. -set of 4conereLte cylinders for eachfraction150 cubic yards �thearec,€ of each
concrefe mix placed each. da -Y. In .addition, MTI "rill ins
pect the reinforcing steel and bolts installed in
concrete. _
• Structural Weldin'g/Boltifig — "Special Inspection" of high strength bolt'n will be required, The,fir'st
trip should he performedat the start-up of bQlting operations and tv check belt calibra�ons anal review
procedures,)Aath onsite welders'/ -steel'woi7kers and request d4cumenfs from the fabrication shop.. The.
final inspection �hou�d bac perfarr�.ed at, the compl�ti�n of belting, but pri.�r to departure �f the steel
crew; to'inspect the finished p��vduct. _
It'isMTlqsintention that our �e��ices v►�i11; camglement yaux efforts tc�tivard� maintaini❑ the higbest'standardsg
of qualitv. Ple'a'se let _uskriow 'f you require''
equire additional information, We.. look forward to working ��~��h you o�this project..
Respecti�uIly Submitted'. -
Materials, Testing & Inspection, Inc.
r
Din Kijaa-.
A Jul 27 2006 1 1.:
57RM Materials Testing Insp. 208529691 p.�
MATE F��AI�� pAG�U,
cc- 2
RmSfDN DATE T127MG0B
C:MAhf5 OLD COMPIJi`ER1L7ESEcfoP1M71 FAX
TESTING &C0VER51SCdFEO= SERV ICFS_DOC,
INSPECTION. .
o Environmental Servic�s � ����ch��c�l Eng qeerinq, o Con strucUor NAater[^is Tasfing o Su��ia� lnspe�fic�a�s
YAL. 4BUILDING-- OFFICIAL, LiillA7�. -,irn -rnsn
CITY OF REXBURG BUILDING DEPT
i'+`lAi J.77JU�i4
P.O. Bow 2s0
Rexburg, Idaho 83440
Re-. Scope of Testing and. -Inspectioii Service s for the
Proposed- Project: Ne'w Building fair Amencan'Constru-efion -- Rexburg Idaho
Dear Mr. Christensen, .
The scope of services has.bee*n' prepared for you- r xeview and evaluation. -
The scope of services i� basad on a �on��e�sa.�ion with Steel Vision, similar pxn�e��s and pity of Rexburg
requirements.
—Steel Builfflng..on Concrete Fo'unda'fion.- The Scope of Services includes; 1) concrete testm'g. and inspection
2).Hi"gh Strength Bolting Inspection
•.
Concrete = "'Special Inspection- of. concrete is required for.. stem wars only. Structural concrete w71I be
Tested at interval s of one .-set of 4 -concrete cylinders for each 150 cubic yards or fraction thereof of each
concrete mix placed each clay. In addition, STI will inspect the reinforcing steel and Balis in'stalled in
concrete_
• . Structural Mlelding/Bolting — "Special Inspection" of high strength bolting will be required. The -first
t-rip.shoWd.be pe,rfomed at the start -up. -of bolfing operations and to cheek belt caXxbrations and review
procedures with onsite welders'/ st�e�`�wor�Cexs and request documents from the fabr
ication shop., The
final :inspection should be performed at the-campletion of bolt'ng' but prior to departure of the steel
crew, to inspect the finished''pro duct.
Itis'Nirm"s intention that our -services , will' complement :your efforts towards maintainin,� the highest standards
of quality. Please let us 'know if you require additiong information. NVe look fo and to N'vorking with you on
this project,
,:Respectfully Submitted,, .
Materials, Testitig_& inspection, Inc. -. .
! T _
Dan King,'
Eastern Jdaho Afanager