11040141 - SI -== a.Za,r _ & ASSOCIATES , INC .
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING AND INSPECTIONS
November 17, 2011 [E 0 IJ 11 KA Project No.: 04611095
NOV 2 2011 Permit
Noi: 11041401
Western Athletic Clubs
1 Lombard Street BY
San Francisco, California 94111 '
Attention: Mr. Edgar Elliott
Subject: Special Inspection Services—Progress Report No. 1
Bayes b Silicone Valley FILE
_IOi�orth Wolfe Road
Cupertino, California
Gentlemen:
In accordance with your request and authorization, our firm has provided construction
observation and materials testing services for the above-referenced project. This report
documents the services provided by our field personnel during the time period of October 28
through November 11, 2011. Copies of our daily field reports documenting the work observed
and our findings are attached. Special inspection tasks include:
• Observation of foundation excavations for consistency with the soils described in the
project geotechnical investigation report and the geotechnical recommendations for
foundation embedment.
• Observation during the installation of epoxy-set reinforcing steel dowels.
• Performed pullout or proof load testing on previously installed epoxy-set reinforcing steel
dowels.
• Observation of in-progress and completed reinforcing steel placement.
• Observation of concrete placement.
• Sampling of concrete during placement and preparation of compression test specimens.
• Monitoring of time from batching to placement, and testing of concrete for slump and
temperature.
• Transportation of compression test specimens to the laboratory for curing and testing.
• Collection of copies of certified mill test reports.
• Review of welder's qualification papers.
• Observation of structural welding completed at the shop.
• Performance of Schmidt Hammer testing at the existing concrete floors slabs for
evaluation of concrete compressive strength.
6711 Sierra Court,Suite B•Dublin,California 94568•(925)307-1160•Fax:(925)307-1161
With Offices Serving The Western United States
04611095 PRI
KA No. 04611095
Page No. 2
CONCLUSIONS
Based on the observations of our technician and the results of field testing services, it is our
professional opinion that the construction observed and the materials tested during the identified
time period were, to the best of our knowledge, in accordance with the approved project plans
and the requirements of the 2010 California Building Code. Laboratory test results are reported
under separate cover as the tests are completed.
LIMITATIONS
Construction observation, inspection and testing (special inspection) services are techniques used
to check construction for conformance with the project requirements as the work progresses and
to reduce the potential that construction elements are not in compliance with the project
requirements as the work is completed. Even with diligent construction monitoring, some
construction defects may be missed. In all cases, the contractor retains sole responsibility for the
quality of work, for adhering to plans and specifications and for repairing defects, deficiencies or
omissions, regardless of when they are found. We have performed our services in a manner
consistent with the standard of care and skill ordinarily exercised by firms of our type practicing
under similar conditions at this same time and locality. However, we do not undertake the
guarantee of construction or production of a completed project conforming to the project plans
and specifications. No warranty or guarantee is expressed or implied. Our services during the
identified period of time were limited to those documented in our attached reports.
If you have any questions regarding the information contained in this cover letter or the attached
reports, or if we can be of further assistance, please contact our Dublin office at (925) 307-1160.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
Gregory J. Ruf, PE /
Managing Engineer
Attachments: Daily Field Reports (15 pages)
cc: Addressee
Form4 Architecture, Inc.
Louie International
City of Cupertino
Krazan&Associates,Inc.
With Offices Serving The Western United States
04611095 PRI
1(raZaZ & Associates , Inc . Page of
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING DSA File/AppI.No.
CONSTRUCTION TESTING AND INSPECTION
OSHPD No.
Permit No. L(64'l 446
DATE: ( d-Z'- // CONTRACTOR: - a
PROJECT#: 4-‘//.!).95-. I.O.R.:
C
PROJECT: i ( "-43, PRESENT AT SITE: 4i/477 /cc,'Tel'lerf
LOCATION: dy# 2.9/A4 COPIES TO:
KRAZAN PROJECT MANAGER: WEATHER: TEMP:
/z_ L:... �i .r •//u' .1. Fi, _/_I...;. / ' LJ _r�fit/- 7 Q%
r 6 1� i - ,a01.. '/.._ _ AI — - A 6�e%*Vi�r7�2�
625. • r t", . /107,-)st,r�2< <sx/ .>it/G iii' ,
-GSI"#---___ �_L_ l i/� �iL� 9 J !r a - - '— !---, e1-5-- �
Le.- L%—= - / i — ,! _ -- ..-----:2--_-0-A,- -0L %L il! i ZRS67.e
Zip, [r_ .1.71.,'!"_ lig /� --/_ . - _-�/6 --- /'",--- ,. -- GC
d --.A.,.4---. .. i��_ l ! ..f.4-.1-.-- '3 e.1=LN"� -72P4°"--- �1i i l
_.„', `! - A - !t! o� ==<= • r-) T-.e -- �
��s J
Lam-
/�6.c, _ _l.J, y ., _,_-.- ��s ,_,PL_..-"'ZA., - ,Ar.i:
i es 4x14!.• 00 7- - i _-� ,, t��Z.-- _ ar ---;;C•
L C�,4jc> JOz-( _ 4› e=c A'2 /-iS
/- ------ lei- 0 - AsIlEl 4 L� '1iTi� a+7 - "....)
e/ -i� A a ,1L- / h./I - p -� �/ - G---€...-+ -
--291`.r'.S .==.41./2.2, ,),4' .
To the best of my knowledge, the above WAS/WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements.
Superintendent/Representative: Technician:
215 West Dakota Avenue,Clovis,CA 93612 • (559)348-2200 4221 E.Brickell St.,0n 61 • (909)974-4400
2205 Coy Avenue,Bakersfield,CA 93307 • (661)837-9200 43379 Business Park Dr.,St . 00,Temecula,CA 92590 • (951)694-0601
448 Mitchell Rd.,Ste.C,Modesto,CA 95354 • (209)572-2200 922 Valley Ave NW,Ste. 101,Puyallup,WA 98371 • (253)939-2500
545 Parrott St.,San Jose,CA 95112 • (408)271-2200 20714 State Hwy 305 N.E.,Ste.3C,Poulsbo,WA 98370 • (360)598-2126
5044 Bailey Loop,McClellan,CA 95652 • (916)564-2200 11715 N.Creek Pkwy South,Ste.C106,Bothell,WA 98011 • (425)485-5519
2979 W.Fairmount Avenue,Phoenix,AZ 85017 • (602)265-7090 11616 E.Montgomery Dr.,Ste.31,Spokane Valley,WA 99206• (509)534-9711
FILE COPY
l<1aZa1Z & Associates , Inc . DSA File/Appl.No.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING OSHPD No.
CONSTRUCTION TESTING AND INSPECTION Permit No.
DATE: //% /l CONTRACTOR: vyN - -- C Oite-5,
. PROJECTt0 //D95 PERMIT NO.
PROJECT: _ L Sic: . -1 C2 4 INSPECTOR. AK' -
..c-�ZA i
LOCATION:/1/r7//'V• ado'j tre " JURISDICTION: fy '/ P 1�0
KRAZAN PROJECT MANAGER: •ev;j= WEATHER: Q /aka/AuegT IP:
❑ HIGH STRENGTH BOLTS A325 A490 •
❑ A Skidmoore test was performed on the -inch 0 bolts with the following torque readings:
lbs./ft. lbs./ft lbs./ft. lbs./ft lbs./ft.
Average torque reading: lbs./ft.tension.
❑ High strength bolt inspection was performed on the -inch 0 bolts at the following locationns:
❑ The bolts DID/DID NOT meet the required lbs./ft.tension.
❑ ANCHORS Proof Load Torque Test Epoxy
❑ %of total -inch 0 bolts were torque tested to lbs./ft.tension at the following locations:
❑ %of total anchors were load tested to lbs./ft.
tension at the following locations:
Visual inspection was performed on 0�� — _ r: B► ��% �� / .. -0
NOTES - DISCREPANCIES % COMPLETE
410, . .0r-- ��� / !/� % B iOl. Yi . 4, - .Ii_ .. _ i
•
-' _i//JL/. Oi - �� A ' 4 g..J1 --
i
.0 0 , .-.:i/ A .."2.41, i O - ._J
t
i i /
7
, / .1► /!i - / — i T/ JVD .. i - , ,,- / ' O/_
j� �.� 9.'w! a Ar.. --- m_ 7 / .- ---7 # _ - >
//.- _ � --sy' ' _ ., . A' ' / / i .....2..- r -,
To the best of my knowledge, the ab•4ry WADS)NOT performed in accordance with the..proved plans, speci' - '.,s, d regulatory requirements.
Superintendent/Representative: �/Ei�`"' ' "1°Aa Technician: j� ���fea(Q
215 West Dakota Avenue,Clovis,CA 93612 • (S59)348-2200 4221 E.B c ell St. int.o,CA 91761 • (909)974-4400
2205 Coy Avenue,Bakersfield,CA 93307 • (661)837-9200 43379 Business l Dr.,Ste.300,Temecula, r• 92590 • (951)694-0601
448 Mitchell Rd.,Ste.C,Modesto,CA 95354 • (209)572-2200 922 Valley Ave •W,Ste. 101,Puyallup,WA 9:371 • (253)939-2500
6711 Sierra Court.Ste.B,Dublin,CA 94568 • (925)307-1160 1230 Finn Hill Road NW,Ste.A,Poulsbo, WA 98370 • (360)598-2126
5044 Bailey Loop,McClellan,CA 95652 • (916)564-2200 11715 N.Creek Pkwy South,Ste.C 106,Bothell, WA 98011 • (425)485-5519
2979 W.Fairmount Avenue,Phoenix,AZ 85017 • (602)265-7090 11616 E.Montgomery Dr.,Ste.31,Spokane Valley,WA 99206 • (509)534-9711
FILE COPY
DSA File/Appl.No.
IK.1'2LZ3JT1 & Associates , Inc .
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING • OSHPD No.
CONSTRUCTION TESTING AND INSPECTION Permit No.
DATE: ///7/// CONTRACTOR: �5_ _,�
PROJECT it 0c/. /G,'96-- PERMIT NO:
PROJECT: >�Y -- .Uf7'cJii/co c/&—/%C1�3/ INSPECTOR / .4.r _ 't._ / - i ,,,r 4
LOCATION:( �/��.-77.!/j,/-�9 JURISDICTION:L� c4,'�p 4 ,
KRAZAN PROJECT MANAGER: v WEATHER: �j ��� TEMP;E4 _
•
❑ HIGH STRENGTH BOLTS A325 A490
❑ A Skidmoore test was performed on the -inch e bolts with the following torque readings:
lbs./ft. lbs./ft lbs./ft. lbs./ft lbs./ft.
Average torque reading: lbs./ft.tension.
❑ High strength bolt inspection was performed on the -inch 0 bolts at the following locationns:
❑ The bolts DID/DID NOT meet the require lbsift.tension.
ANCHORS r of Load . Torque Test Epoxy
[7�. %of -inch e bolts were torque tested to lbsift.tension at the following locations:
c" 0 %of / total were load tested to -����"� - lbs./ft.
tensio •t the following locations: .� O 1 — 1 // .fi. /
❑ Visual inspection was performed on
NOTES DISCREPANCIES % COMPLETE
•
t, - / rr ' -
l
M �//!/,64-5
To the best of my knowledge, the ab•, 0/WAS NOT performed in accordance with the
proved plans�ci' atio nd regulatory requirements.
Superintendent/Representative: Technician:/'?
1^ lJ /
215 West Dakota Avenue,Clovis,CA 93612 • (559)348-2200 4221 E.Brick St.,) ario,CA 91761 • (909)9744400
2205 Coy Avenue,Bakersfield,CA 93307 • (661)837-9200 43379 Business P.r Dr.,Ste.300, Temecula,CA 92590 • (951)694-0601
448 Mitchell Rd.,Ste.C,Modesto,CA 95354 • (209)572-2200 922 Valley Ave ,Ste. 101,Puyallup, WA 98371 • (253)939-2500
6711 Sierra Court.Ste.B,Dublin,CA 94568 • (925)307-1160 1230 Finn Hill Road NW,Ste.A,Poulsbo,WA 98370 • (360)598-2126
5044 Bailey Loop,McClellan,CA 95652 • (916)564-2200 11715 N.Creek Pkwy South,Ste.C106,Bothell, WA 98011 • (425)485-5519
2979 W.Fairmount Avenue,Phoenix,AZ 85017 • (602)265-7090 11616 E.Montgomery Dr.,Ste.31,Spokane Valley,WA 99206 • (509)534-9711
FILE COPY
aiZ & Associates , Inc . DSA File/Appl.No.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING OSHPD No.
CONSTRUCTION TESTING AND INSPECTION Permit No. , 10Yo IN-1 e
DATE: t I (Veil
1 �j CONTRACTOR: ,crt, 'IDA Z �•O.�s�' L�il�,�
PROJECT#: Ve Dc?lT J PERMIT NO:
PROJECT: ?c Cl t J /S)� I j(Dn V,(l it INSPECTOR: �1
LOCATION: 1 vl D I CO r --.)D 14_ e/P'1 n� JURISDICTION: �t
KRAZAN PROJECT MANAGER: G.', I u WEATHER: SN n Ai TEMP:
J
HIGH STRENGTH BOLTS A325 _ A490
❑ A Skidmoore test was performed on the -inch 0 bolts with the following torque readings:
lbs./ft. lbs./ft lbs./ft. lbs./ft lbs./ft.
Average torque reading: lbs./ft.tension.
❑ High strength bolt inspection was performed on the -inch 0 bolts at the following locationns:
❑ The bolts DID/DID NOT meet the required lbs./ft.tension.
E ANCHORS/ty�,,,>I Proof Load Torque Test N Epoxy .
❑ %of total -inch 0 bolts were torque tested to lbs./ft.tension at the following locations:
❑ %of total anchors were load tested to lbsfft.
tension at the following locations:
..1 Visual i on(w�,s performed on � %4n -A W )-ed _ t • i 0
o- 4 `w)41I, �f-z) P) 4- , 1,.‘0, d cp' S &rpt( r at.`)'y �/ 6 49
�/ ✓Pli r� eiv, r
31 NOTES DISCREPANCIES % COMPLETE
( o„- y.1-10. o 40 ( SI-cd r.,,,..4 itS (, 11-11-e., d„ r pi be, I I- '-11,
rc i-,-('s P \e,t( l 11 s s' cvd L-Cd 11-) &Li..
t--1-01•t1 s-4--J JeanE p e J uttd �. /4-, N., ?,)-r Irl [b )'- S O
To the best of my knowledge, the above 0/WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements.
Superintendent/Representative: Tec 'cian: V
215 West Dakota Avenue,Clovis,CA 93612 • (559)348-2200 4221 E.Brickell St.,Ontario,CA 91761 • (909)974-4400
2205 Coy Avenue,Bakersfield,CA 93307 • (661)837-9200 43379 Business Park Dr.,Ste.300,Temecula,CA 92590 • (951)694-0601
448 Mitchell Rd.,Ste.C,Modesto,CA 95354 • (209)572-2200 922 Valley Ave NW,Ste. 101,Puyallup,WA 98371 • (253)939-2500
6711 Sierra Court.Ste.B,Dublin,CA 94568 • (925)307-1160 1230 Finn Hill Road NW,Ste.A,Poulsbo,WA 98370 • (360)598-2126
5044 Bailey Loop,McClellan,CA 95652 • (916)564-2200 11715 N.Creek Pkwy South,Ste.C106,Bothell,WA 98011 • (425)485-5519
2979 W.Fairmount Avenue,Phoenix,AZ 85017 • (602)265-7090 11616 E.Montgomery Dr.,Ste.31,Spokane Valley,WA 99206 • (509)534-9711
FILE COPY
tow Fle/Appl.No. A I A
Z 8L Associates , Inc . DSA
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING OSHPD No.
CONSTRUCTION TESTING AND INSPECTION Permit No.
DATE 1 1 — - 1 1 CONTRACTOR: S P. �
PROJECTS: 41-la I,I &9,s I.O.R.: —IS"—
PROJECT: l et1s.. 4I. PRESENT AT SITE: t�
LOCAT1OAt C,&., }► OA_ COPIES TO: �--
KRAZAN PROJECT GER: ahre4A `L c WEATHER: TEMP: 6e0
STRUCTURAL STEEL
5g.E7 OP WELDIN % T. NNC MATERIAL ID 0 U.T. 0 M.T. 0 P.T.
l
ed.
VK1das ..)CLA. ..4.aj L .. S b I. 1,
Location 3 4.a yr- 141-(CO1 e1,s_.a.,eQ s Pe_ 1L0 1 Q 1 ekt 3 1, to l E rvt,(3.a+ l o t Gin g 3r
1 tat.Grtn B'4 ,.1Dt t z,1 C2_,
s fa_ „..1.(c- ' too TB,3, too B'kF1,00Bt, toof32..
KlVdder qualification/certification verified for: 1VS rr a_vtb
SKPosition: FLAT VERTICAL ORIZONTAL OVERHEAD Filler Metal: C`D7-7-fp
R Process: SMAW41220 GMAW SAW 0 Other: •
-
4 Weld Type: aBb C.P. P.P. PLUG 0 Other.
Weld Size 3/16' 41,50 5/16" ell0 0 Other:
Codes: t_' MO TITLE 21 UBC ASME
[z NOTES fl DISCREPANCIES n % COMPLETE
V 1.444.Ce.+nac, l Lai14,.. as...-t:4- A r l L 44St rernkic.. MT 4drltr�,
"CD-1" lev,the4413 • u
To the best of my knowledge,the abo !_WAS?/ .AS NOT performed in accordance with the approved plans,specifications,and regulatory requirements.
SuperintenderdlRepresentative: Technician:
r" J A--, el*PL., Ll�� ='#G o�lsa/
215 West Dakota Avenue,Clovis,CA 93612 • (559)348-2200 4221 St.,Ontario,CA 91761 • (909)974-4400
2205 Coy Avenue,Bakersfield,G4 93307 • (661)837-9200 43379 Business Park Dr.,Ste.300,Temecula,CA 92590 • (951)694-0601
448 t6tdieD Rd,Ste.C,Modesto,C4 95354 • (209)572-2200 922 Valley Ave NW,Ste. 101,Puyallup,WA 98371 • (253)939-2500
6711 Sema Court.Ste.B,Dublin,CA 94568 • (925)307-1160 1230 Finn Hill Road NW,Ste.A,Poulsbo,WA 98370 • (360)598-2126
5044 Bailey Loop,McClellan,CA 95652 • (916)564-2200 11715 N.Creek Pkwy South,Ste.C106,Bothell,WA 98011 • (425)485-5519
2979 W.Fairmount Avenue,Phoenix,A2 85017 • (602)265-7090 11616 E.Montgomery Dr.,Ste.31,Spokane Valley,WA 99206 • (509)534-9711
FILE COPY
CFC.. 3(Tfyi
SSAB0(-1
Test Certificate
1770 Bill Sharp Boulevard,Muscatine,IA 52761-9412 Form Tom:Reviairm 1:Date 31 Oct 20150
Customer:
VALLEY IRON INCtomer P.O. No.: 116189 •
1BM Order No.: 41-246571.12 I Shipping Manifest: MB086687
3114 S.CHERRY AVE � PII ASTM A572-50/14343(06)/A709-30/111343(06A)
'
PO BOX 12024 Ship Data: 10 Jul 09 Cert No: 06}163100
1 CA � 1�� Cart Date10 Jai 09 (Page 1 of;1)
2024
SI e: 1.000 X 96.00 X 240.0 (IN) •
Tested Places Tensiles
. Charily Impact nista
Beat Piece Piece 9it VS 96 Average Abs,�(FILB) 45 Shear Tat Tat 'IDt BDWTT
W Dimensions Loc (PSI) j(PSI) 21n Sin Ir Hardness 1 2 3 Avg 1 2 3 Avg Torp Dhr Sls ' ap 46Shr•
B90538 C28 1:357M882=11:65.*:
.003X96.00 L i r a t s s !"'�
390538 •
C30 0.371 x96 00�L3G�� IL 65 t'��� 13UTS
t a a 36 T
Heat. (headcal Analysis
Id C Mn P 8 81 Tat Ak. Cu Cr Mo Cb V T1 ORGN,
B90538 (.15 1 1.161_0121_0011 .04 I .0211 .22 1.14 1.10 1.05 1.001 1.052 1.006 f US,,
•
•
MERCURY IS NOT A METALLURGICAL COMPONENT OF THE STEEL AND NO MERCURY WAS INTENTIONALLY ADDED •
DURING THE MANUFACTURE OF THIS PRODUCT •
100% MELTED AND MANUFACTURED IN THE USA. MTR DIN EN10204 TYPE 3.1 COMPLIANT.
B9G538 C31 PCES: 3; WGT: 19684
•
•
Cost Part#: WE HEREBY CERTIFY THAT THUS MATERIAL WAS
TESTED IN ACCORDANCE WI1H.AND MEETS THE B.H.Wales i •
REQUIREMENTS OP.THE APPROPRIATE SPECIFICATION semi T iLv GBr-peooucr
•
i.
•
Bill To: Ship To: 121 Order Date:07/25/2011 CERTIFIED MATERIAL TEST REPORT
BROWN STRAUSS DIV. BLUE 'PEE BROWN STRAUSS STEEL PO No:77931-3Q GERDAU• AAiERIBTEEL
ACCTS PAYABLE 4221 EAST MARIPOSA ROAD Mill Order No:3913797 Midlothian Mill
2495 URAVAN ST. ROCKWELL TRACK 44 Load No:1402495 ®GERDAUAMERISTEE1 300 Ward Road
AURORA CO STOCKTON CA Manifest No:2096981 Midlothian, TX 76065
80011 US 9521.5 US (972)775-8241
Si2E GRADE LENGTH PRODUCT
SPECIFICATIONS W 18 X 354 / W460 X 52 992/572-50 65 FT / 19.812 M WF BEAMS
ASTM A6-09, A992-06a, A572-07
•
HEAT N : 2261435M CHEMICAL ANALYSIS .
C Mn P S Si. Cu Ni Cr Mo Sn V Al Nb CE
.08 .97 .015 .015 .26 .42 .10 .13 .031 .009 .002 .0U4 .021 .31
PHYSICAL PROPERTIES
Yield Strength Tensile Strength Specimen Area Elongation Bend Test ROA
KSI MPa KSI MPa Sq In Sq cm % Gage Length Dia. Result t
60.3 415.8 77.0 530.9 0.575 3.71 23.1 BIn 200 mm
62.7 432.3 78.3 539.9 0.584 3.77 24.8 8In 200 mm
TENSILE TEST RATIOS
YLD/TENS TENS/YLD YLD/TENS TENS/YLD
.78 1.28 .8 1.25
•
All manufacturing processes of this product, including electric arc MELTING and continuous CASTING, occurred in the U.S.A.
CMTR complies with EN 10204 3.1
.
"I hereby certify that the contents of this report are correct and accurate. All testa and operations performed by this
materia],- manufacturer or its sub-contractors, when applicable, are in compliance with the requirements of the material
specifictions and applicable purchaser, designated requirements."
Signed• ., — -. i�c�6. 1lJ
Tom L. Harrington: Quality �"�Date:Oct. 11, 2011 Signed: Date: •
g ,A surance Manager . Notary Public (if applicable)
Page: 2 of 2
Bill To: Ship To: 121 Order Date:09/27/2011 CERTIFIED MATERIAL TEST REPORT
BROWN STRAUSS DIV. BLUE TSE BROWN STRAUSS STEEL PO No:79006 • GERDAU AMERISTEEL •
ACCTS PAYABLE 4221 EAST MARIPOSA ROAD Mill Order No:3935041 Midlothian Mill
2495 URAVAN ST. ROCKWELL TRACK ff4Load No:1402495 ®GE2DAUAMERI5TEEL 300 Ward Road
AURORA CO STOCKTON CA Manifest No:2096981 Midlothian, TX 76065
80011 US 95215 US
(972)775-8241
SIZE GRADE LENGTH PRODUCT
SPECIFICATIONS W 12 X 304 / W310 X 44.5 992/572-50 60 FT / 18.288 M WF BEAMS
ASTM A6-09, A9 -05a. A572-07
HEAT N : 17.937250,: 22-
CHEMICAL ANALYSIS
C n P S Si Cu Ni Cr Mo Sn V Al Nb CE
.09 .99 .0.1.5 .032 .22 .30 .08 .13 .029 .006 .002 .003 .018 .31
PHYSICAL PROPERTIES
Yield Strength Tensile Strength Specimen Area Elongation Bend Test ROA
KSI MPa KSI MPa Sq In Sq cm % Gage Length Dia. Result t
55.9 385.4 74.4 513.0 0.635 4.10 22.2 BIn 200 mm
•
56.5 389.6 74.5 513.7 0.630 4.06 23.1 81n 200 mm
TENSILE TEST RATIOS
YLD/TENS TENS/YLD YLD/TENS TENS/YLD
.75 1.33 .76 1.32
•
•
All manufacturing 'processes of this product, including electric arc MELTING and continuous CASTING, occurred in the U.S.A.
CMTR complies with EN 10204 3.1
"I hereby certify that the contents of this report are correct and accurate. All tests and operations performed by this
material manufacturer or its sub-contractors, when applicable, are in compliance with the requirements of the material
specifications and applicable purchaser designated requirements. " LT SF
Signed— oect-1 �
se-- -� �- -_7.- Date:oet. 11, 20li Signed: Date:
Tom .L. Harrington: Quality ,surance Manager Notary Public (if applicable) '
Page: 1 of 1
•
NUCOR-YAMATO STEEL CO. CERTIFIED MILL TEST REPORT
P 0 Box 1228 DATE 10011 MILTED AND MAMVTACTUULD DI U.S.A
BLYTHEVILLE AB 12316 7/29/11 • All shun pro6lcad by Rem-Tante Sled uv cut nd KALI
to a full)M1Ld and flee grain lractiu.
SOLD TO SHIP TO
mmuww NTKRVSS MLLE W. IIHUWN bTtihUSS-S.1x:KTUN -1`i` t .
2495 URAVAN STREET 4221 E MARIPOSA ROAD 7606
ROCKWELL Dna 4 i. �i�` -, •�-
AURORA, CO 80011 STOCKTON, CA 33009 7722B FFQ2
*1 SPECIFICATIONS ..t.'k.: _t.. L e' t ,. ,• _t• �. t
ASTM A709/A709M-09 GR5Os (3455) ASTM A6/A6M-09
MECHANICAL PROPERTIES CHEMICAL PROPERTIES
1 l 1
rrer larDeIGaum® WTI MT* l8A8PYIMPACT
nal min rmaa /ttarao iurr nvecraraeao C Mn P S Si Cu Ni Cr Mo V Cb ,CE
;Iona
raw GT$ TIU$C1 x r Fr Liz
off*.. 1,11va x o mora Ss•Pan C1
1 W14 - 30.0 5 369401 .78 52000 67000 24 ' .08 .91 .016 035 .22 .29 .11 .10 .03 .00 .013 .29
50' .78 53000 68000 25 . .01 .16
W360 x 44.0 359 462 24
15.240 M 365 469 25
2 W14 - 30.0 2 369403 .79 55000 70000 26 .08 .93 .017 031 .22 .29 .12 .12 .03 .00 .013 .30
50' .77 55000 71000 24 .01 .16
W360 x 44.0 379 483 26
15.240 K 379 490 24
3 W14 - 30.0 2 369401 .78 52000 67000 24 .08 .91 .016 035 .22 .29 .11 .10 .03 .00 .013 .29
55' L .78 53000 68000 25 .01 .16
W360 x 44.0 359 462 24
16.764 M 365 469 25
4 W14 - 30.0 5 369407 .78 51000 65000 24 .07 .93 .017 030 .21 .28 .11 .11 .03 .00 .011 .29
55' .17 54000 70000 25 .01 .15
W360 x 44.0 352 446 24
16.764 M 372 483 25
ELONGATION BASED ON 8.00 INCH GAUGE LENGTH- CARBON EQG7VALENT d' -C�•I t'6*((r+Mo-V);s=(�7TC )!16
Pcm=C*51/301-Mo/20+Cu/20+NI/60*Cr/20-Mo/15+V/1 On-5B for .0007 Mer.o:<has no bam mo of t ha d�rea masafactvesng oft maessal.
Corroarion Index:CI�6.01(o%Cil)+3.SS(%NI)+1.2(%Cr)+1.4?(°%Sl)+17.28(%P)-7.29(%Cu)(%NI)9.10(%Ni)(4/%P)a3.39(%Cu)
I�yp�ylhtiVegans(leis rem'UeaROI>ft$ aneanob grand tornSTATE OF ARKANSAS
13A1Y*genie=dOpml1EI IfB15118ta m in' sMika COUNTY OF MISSISSIPPI
GARY PENNELL SWORN TO AND sUBSCR1BED BEFORE ME THIS
-0D►urranumace Day of_
rano/Kaud
NUCOR•YAMATO STEEL CO. CERTIFIED MILL TEST REPORT
DATE 1/09/09 10096 MELTED AND MANUFACTURED IN U.SA.
P.O.BOX 127E • BLYTTIEVILLE,AR 72316 Al shapes poduced by Nucor-Tomato Stall we east
I r•n O I:L r:5. 261592 and rolled to a fully killed d One Dain practice.
S S ASTM A992/A9928-06a A572/A572N 0850-06
?ILL O1 LADING 943382 H ASW STEEL - NEST COAST
I C/O =RP ON TRtJCAb1Ci TM P ASA709/A70911-07 01150 (345)
CUSTOMER NO 9011 P 11355 ARRDN ROOTE ROAD • C ASTM A709/A709M-07 t3R508 (3458)
RANCHO COCAMONGA, CA 91730 I ASTM A6/A6N-07
T
CUSTOMER f.0. LA-5161 O
C
S A
O ASCO STffi. T
L I
O 1641 NEN MARXET AVE. 0
BOUTS PLA3NFIELD, NJ 07080 N
T S
0
maCKANICALPROPERMIa CHEIO9441. _
OTYEWAmug
itFATa Dew
�D .,�., , � CHAR" rIMPACT C Mn P S Si Cu Ni Cr Mo V Cb CE ITEM
yarTia Pa PJa7 x •f FT-WS $n p CI
•E... NPR arc96_ •C. 128E9
1 W27 -217.0 1 328944 .76 56000 74000 29 .07 1.39 .022 .019 .28 .30 .10 .11 .03 .05 .002 .37
35' .75 55000 73000 30 .01 .19
11690 x323.0 386 510 29
10.668 M 379 503 30
2 827 -217.0 2 328961 .76 60000 79000 24 .07 1.35 .021 .022 .25 .28 .09 .12 .03 .05 .001 .36
50' .75 58000 77000 25 .01 .18
W690 x323.0 414 545 24 •
15.240 M 400 531 25
3 877 -217.0 2 328933 .75 57000 76000 27 .07 1.39 .024 .023 .28 .30 .09 .11 .03 .05 .002 .37
60' .74 55000 74000 28 .01 .19
W690 x323.0 393 524 27 .
18.288 M 379 510 28
4 W27 -217.0 2 328948 .78 59000 76000 25 • .07 1.37 .020 .015 .24 .33 .11 .12 .03 .05 .003 .37
65' .76 58000 76000 27 .01 .19
W690 x323.0 407 524 25 -
19.812 M • 400 524 27
5 1127 -258.0 1 321530 .76 57000 75000 28 .08 1.37 .019 .015 .24 .28 .11 .10 .02 .05 .002 .37
50' .76 56000 74000 27 .01 .19
11690 x384.0 •393 517 28
15.240 M 386 510 27
6 W27 -258.0 1 32891 -76 57000 75000 27 .07 1.37 -022 .023 .26 .29 .09 .11 .03 .05 .002 .37
50' . .76 57000 75000 27 -01 .18
W690 X384.0 \ 393 517 27
15.240 N 393 517 27 •
7 1127 -258.0 1 328910 .76 57000 75000 27 .07 1.37 .026 .022 .21 .28 .10 .14 .03 .05 .002 .37
60' 4-0.76 57000 75000 28 .01 .18
W690 x384.0 393 517 27
18.288 M 393 517 28
8 W27 -258.0 ( 1 328915x.75 57000 76000 26 .07 1.37 .022 .023 .24 .28 .09 .13 .03 .05 .002 .36
60' 77 58000 75000 27 .01 .18
11690 x384.0 393 524 26
18.288 N 400 517 27
: 9 827 -258.0 1 322513 .77 58000 75000 27 .07 1.38 .020 .017 .25 .24 .09 .10 .03 .05 .003 .36
65' /.76 58000 76000 27 -01 .18 •
1 W690 x384.0 400 517 27
19.812 N 400 524 27
•
_
J. c•K.&b.g•n•q•ur+
•••i• NA+w -C�f
CARBON 001DYALvmTICCEW)-C•MA•ID4 VJ*CIO 40.03 I o..•rrre alqTt
ELONGATION BASED ON 0.00 INCH GAUGE WIDTH STATE OF ARKANSAS COUNTY OF n::.::••^•.4`�'1" ',,,,
SWORN TO AND SUBSCRIBED BORE . ,,..
I hereby rarefy Bat Ore of Ods report we ,ie..
ra...ev
aCeurata and correct All test results and operations 9 01
widowed by this meteAal menufaeaaar are In Day A d II NIT' '.
Ipropllartoe sigh Die repulrartlerlta of the Oretstlai •
QUALITY ASSURANCE _JI �
W NOTARY epecEkalons Idea In the Specifics/km Block above. `l,, goi �
CUSTOMER COPY MY COMMISSION EXPIRES 10 21 20�.
. NUCoR-YAMArn STEE CQ,. T .
1/09/09 • P.0:00:4142d Ii BLY0tOnJ AR74318 1 Aialti*.0loml .E0)* 4'**101#1A • •
• Od"r*O ti)9 r•CSi d 01tif 0os•: • •
I'::O E :JO •25140 J.
8 gam'.- $ AB J199?7#99�1 Oso 5 f �1 X30-06• • •
Di L..; OF .DING '1'1141.314 • D 'RIM 049' P A709/i10$0007 ,r, so i.ii .- -
.-
I 1180
' C/0': P•0 ._ ..E. ,i :A709/k 0.r4O7 ,sas0A'(34591. • . . :
cuS-0;.'E.::. :o ilii'• P s .,` 4 n8711 M/6M-.O7 .
Bi119 •• �' 91?3Q •I `
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•
•1 • .-358.0 328919 •7657000•75000 21 .07.1.37 022' 023 .26 .29 .09 .. . ..q .18.05,002 .37 .
.75 0061509 •27 • • I :
ae3ao.o 3• - 819 2 .
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a_eS.O omlllo4 N041.060:nd#61.1or�s 9 .p a acke, ;.
. .CUSTOMER COPY PAY _ is it 4 , -
1
• -.,==..1Krazan & Associates , Inc . OSA FilelAppl. No.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING OSHPD No.
CONSTRUCTION TESTING AND INSPECTION 1 1/4-0 "-1
Permit No. ) 1
DATE: )1 C b ) CONTRACTOR: SCln �S C (-01\1Q��tl�1 '
PROJECT a: Leeei1 ORS I.O.R.:
PROJECT: [kJ Q1 ;I;C4/1, Va:1), PRESENT AT SITE: hal-41- w/ -C ^ \x(19-St (tl,S1'it-•t
�c
LOCATION: 10( A/, 'o1 ft L rr 0 COPIES TO: c;,b C C O ki�� J
KRAZAN PROJECT MANAGER: wI PLW WEATHER: S J TEMP:
❑ CONCRETE ❑ MASONRY ❑ Other
❑ Inspected the batch plant operations. Batch Plant:
❑ per UBC ❑ Discrepancies as noted below
❑ Inspected placement of CONCRETE / CMU'S / VENEER / GROUT at the following locations:
❑ CAST / PICKED UP set (s) of CONCRETE / MORTAR / GROUT / PRISMS / SAMPLES were cast
for mix # with a slumpls) of inches, temperature of F, an air content
of %, and unit weight of at the following locations:
❑ Total Yards Placed:
❑ Number of workers on CONCRETE / MASONRY / GROUT crew:
❑ Lab Data Sheet Nols).:
X REINFORCING STEEL •
❑ SAMPLED / TAGGED reinforcing steel from
Sizels)/Heat Numbers:
,
Gyy / r 1
Inspected the placement of reinforcing steel for the f V at the following locations: LI 1
e,. r; 1 ' Li 3 t--1' ',cM I_ 4c- 1 / L;,s kyd�, +0. ‘ Lia
NOTES --4-9 111 DISCREPANCIES El % COMPLETE
.44 T C-ItW 14-1\ C-It�jC�,lc.t N:3 . T+jc + �
c'tkie,tesSiQLc• d, 6\IANS,
I &( $ V (U 1 �Pne4,
I know of my own personal knowledge that the work -/was not, in every material respect, been performed in compliance
with the f36 approved documents.
Superintendent/Representative: Technician:
p.
y
FILE COPY
4 aZ & Associates , Inc . DSA File/Appl.No.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING OSHPD No.
CONSTRUCTION TESTING AND INSPECTION Permit No. I u
0 6 f `i:
DATE: //QV// CONTRACTOR: 5 j"(�D/7 37 �i�T /
PROJECTt'b// 1 Q 5' PERMIT NO: f _
PROJECT: /27L/'
G1-u5 ,-� INSPECTOR:,ILfejML/O
LOCATION: '`�..1 -li f / 1i. -�A JURISDICTION: C/ / a// C^ / //�
KRAZAN PROJECT MANAGER: WEATHER: ,275 TEMP:
HIGH STRENGTH BOLTS A325 A490
❑ A Skidmoore test was performed on the -inch e bolts with the following torque readings:
IbsJft. lbs./ft lbs./ft. _lbs./ft lbs./ft.
Average torque reading: lbs./ft.tension.
❑ High strength bolt inspection was performed on the -inch e bolts at the following locationns:
❑ The bolts DID/DID NOT meet the required lbs./ft.tension.
VANCHORS V Proof Load Torque Test Epoxy
❑ %of total -inch e bolts were torque tested to lbs./ft.tension at the following locations:
/iJ %of I G' I (� �a BF 1---L'I'Z
load tested to a v( 'O W lbs./ft.
tension at th following locations: 5 4-' CYe 11{�r S ) ;.�2 /c k1.- ; L)nec 19. k tT/r,..
o Visual inspection was performed on
2OTES DISCREPANCIES % COMPLETE
7 /i.6 . - (9Z.Z. egibi5 0 > `-/%ei7lW7 7 v/85
n All L-Z - ZP _ ? S/v$/ D&1'723.5
,. Q W 1!5 • '7 i i 1-b/n72,8s
7
,5 / /1/nib-07es
To the best of my knowledge, the above A /WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements.
Superintendent/Represent ative:.„_,,,- Technician: nn
..re ikitit
215 West Dakota Avenue,Clovis,CA 93612 • (559)348-2200 4221 E.Brickell St.,Ontario,CA 91761 __ - • (909)974-4400 ____
2205 Coy Avenue,Bakersfield,CA 93307 • (661)837-9200 43379 Business Park Dr.,Ste.300,Temecula,CA 92590 • (951)694-0601
448 Kitchell Rd.,Ste.C,Modesto,CA 95354 • (209)572-2200 922 Valley Ave NW,Ste. 101,Puyallup,WA 98371 • (253)939-2500
6711 Sierra Court.Ste.B,Dublin,CA 94568 • (925)307-1160 1230 Finn Hill Road NW,Ste.A,Poulsbo,WA 98370 • (360)598-2126
5044 Bailey Loop,McClellan,CA 95652 • (916)564-2200 11715 N.Creek Pkwy South,Ste.C106,Bothell, WA 98011 • (425)485-5519
2979 W.Fairmount Avenue,Phoenix,AZ 85017 • (602)265-7090 11616 E.Montgomery Dr.,Ste.31,Spokane Valley,WA 99206 • (509)534-9711
FILE COPY
'aZ l & Associates , Inc . Page l of
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING DSA File/Appl.No.
CONSTRUCTION TESTING AND INSPECTION
OSHPD No.
Permit No.
DATE: /�,/D // CONTRACTOR, '� . 3 (;4/3'7"..
PROJECT if: 0 //�.5-r •:e1- 6r A---- e., ) .
PROJECT: ;39, .Z z/4:7 Z/co,'c OZI PRESENT AT SITE: •57/7777 .7,2"..z/.:(,?,5%/-e•
��l�
LOCATION: jeV LU ,- 7/�YJ COPIES TO: e ":02,t.-- J e'- •GrJc t
KRAZAN PROJECT MANAGER: 6--,_ ../,',4---- WEATHER: �, C.,f TEMP: e;'—r-
i//iri/ ice/ .,#'_-__.L—' ii /!Lal �liyl't i����
o .I/j ✓i.�/ . %* ePAr %/ I//// ,i7&,‘•;44e2..e/ c...2.-r2....as'a-e",
'."/ [ %iy� / moi/ i _,,/,-
7 ---_Ari -t-d/e9-fri AtIPMPVINTII,I7 ,11e5i1M/r- '/ #
10�f' i d�c1 i v(e /2,,,-_ L i % ,ice/ / / GSL% 7 CGCY
c-gaZe eLe>e , et W..e e y I _ge-r#, e Z -Z_ , K.2 0', '10 1, /9
) 3� - ,s e ) 5/ _ 5e/W) 43 =--*_=6De. ...r.ez>
4 5/ _ /5c,ze35- _ 4(2t5 41 = 5,00
3) 34 4300 -35- = 4550 -3_. = 4700
1) 3- 4�3X
.. _ 4L700 ,. _ 4-700
5)35 =- '15-06 .3,5- =-- 57e 34 . 6a
4)30 = 47o' = 4766 34 = 4360
7)36 ` 4706 3 = 47' 34 -=4300
g)3 , = 47O 3, -- ¢3a 34 _ 4306
9).35" - , 34- 436' 3. = 4'36
/0 34 = 4 00 -- -'_- 6-,e) 34-- • " '• jsaed
i �/ ill . = 2 i _ _ _•/AkW�rA„4 45,
• , .
,l/S/.% .../. %!l// /��. Z. /iii. /! / 1 / ., /. . /. 0 "i_ / i _/
To the best of my knowledge, the ab• e WA /WAS NOT performed in accordance with th> .••prove plans, spec' ions, and regulatory requirements.
Superintendent/Representative: Technician: , v-
7 711,
rf
215 West Dakota Avenue,Clovis,CA 93612 • (559)348-2200 4221 E.Brickell St '*ntario,CA 91761 • (909)974-4400
2205 Coy Avenue,Bakersfield,CA 93307 • (661)837-9200 43379 Business rk Dr.,Ste.300, Temecula,CA 92590 • (951)694-0601
448 Mitchell Rd.,Ste.C,Modesto,CA 95354 • (209)572-2200 922 Valley Ave W,Ste. 101,Puyallup,WA 98371 • (253)939-2500
545 Parrott St.,San Jose,CA 95112 • (408)271-2200 20714 State Hwy 305 N.E.,Ste.3C,Poulsbo,WA 98370 • (360)598-2126
5044 Bailey Loop,McClellan,CA 95652 • (916)564-2200 11715 N.Creek Pkwy South,Ste.C106,Bothell, WA 98011 • (425)485-5519
2979 W.Fairmount Avenue,Phoenix,AZ 85017 • (602)265-7090 11616 E.Montgomery Dr.,Ste.31,Spokane Valley,WA 99206• (509)534-9711
FILE COPY
• - I'.1 aZalf 1 & Associates , Inc . DSA File
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING DSA App.No.
CONSTRUCTION TESTING AND INSPECTION Permit No
1/ // // '
DATE: CONTRACTOR:P /! � O.SP ���'�jyG4,
PROJECT t - �/� ` c.143,F��_ /e-s ��
PROJECT: - ,� Z., ' CD.7"" . ' PRESENT AT SIT • %imar r an..
LOCATION' •# ,-,4 1,r6//D ` . COPIES TO; 4 / ...''',7--- -.z.(2.//p . Q /Ze
KRAZAN OJECT MANAGER: /, iC'�7 ' WEATHER: ..4,/_ ;€__S-- TEMP:72 i
I I CONCRETE ❑ MASONRY ❑ Other
❑ Inspected the belch plant operations.Batch Plant: .
0 per UBC 0 Disaepandes as noted below.
❑ ins"-pd placemen CRETE CMU'S / VENEER / GROAT at the following locations:
m57(
C ?/G?/�P
PICKED UP / set(s) of d'/MORTAR /GROUT /PRISMS/SAMPLES were c
for mix x 1-AP69�/ with a stump(s) of "2" inches, temperature 01 c-5--- •F an air cont
of %.and unit weight of at the following locations:
Dotal yards placed. �0
Number of workers o /GROUT crew
❑ Lab Data Sheet No(s).: 9¢ f/e
n REINFORCING STEEL
Q SAMPLED /TAGGED reirtbndrig steel from •
Size(s)iHeat HranberlE
O Inspected the placement of refrdordng steel ter the
at the following locations: •
NOTES El DISCREPANCIES ❑ % COMP E
_ _
// c_
.-7—f / /1 -3f ter
2z e 3 deP ,7 •
%'
o,-.7c,,. 'e,4. 'ee:://a;fz),7 d # ,e,,17," ,-- /-e-/a-14.7,Z/ / c--r-47/:
To the best of my knowledge, the above WAS NOT performed In accordance with the a• cued plans,specifications, and regulatory requirements
Superintendent/Representative: Techni / /2 ,7 -
. / / l '-
215 West Dakota Avenue.Clovis,CA 93612 • (559)348-2200 4221 E.8' i Si,Ontario,CA 91761 • (909)974-4400
2205 Coy Avenue,Bakersfield,CA 93307 • (661)837-9200 43379 . . ss Park Dr.,Ste.300,Temecula,CA 92590 (931)694-0601
448 Mitchell Rd.,Ste.C.Modesto,CA 95354 • (209)572-2200 922 Valley Ave NW,Ste. 101,Puyallup, WA 98371 •• (253)939-2500
6711 Sierra Court Ste.B,Dublin, CA 94568 • (925)307-1160 1230 Finn Hill Road NW,Ste.A,Poulsbo, WA 96370 (360)598-2126
5044 Bailey Loop,McClelbn,CA 95652 • (916)564-2200 11715 N Creek Pkwy South,Ste.C106,Sof hell, WA 98011 • (425)485-5519
2979 W.Fairmount Avenue.Phoenix,A2 65017 • (602)265.7090 1161E1.Montgomery Dr.,sit 31,Spokane Valley,WA 99706 • (509)534-9711