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,�B-07-200� THU 10�36 AM HWA GEOSCIE�!CES FAX N0, 4257742714 P, 02/02 <br /> / iY.�o7�3 ai 5 <br /> ' i��aoenian�a�ucw�r..s:rie2oa FieldRopoRNo.: fR-037 <br /> � Y�` Lyr�wxd,11'A 9603E Oate(mmldd/yy): 2(5/2009 <br /> Tci<25arsutos HWA Project No.: 2C07�066-23 <br /> � J'�,��1��iF�SC[}:NCfiSINC. F�..4�,.,T;.z„a HWATaskNo.; <br /> . �P�J,l.�I;.�me ` — LeWuonO! • re:so rol�P e[;`" '— <br /> rni i : <br /> Garficld CS A4odemizai:on Evemtt, WA � <br /> ,ls�l'" — .�en�l�preserWWe - B���J-Q�J <br /> eatner <br /> F.verelt School pi;trici Bob Crafts OvercasUColdNVindy <br /> Ucr.:grl,',.qipnly�eny,iicvoraitl��I�siclq�Wtll DeS�nAuunnlYRcpresen:�lne NWAPryjp�IMa�a90,• <br /> b�kcrn;,n Tim 7wietme er Tony Martin <br /> �-- -- <br /> Gem�nlCcnl�.:lc: GenerilConrra::o•Itqreaemo6ra IiWAF�eItlRtOrysenlnl'�C <br /> Sp'e V_vest ConstrucBon Mike Lirnt Ton Martin <br /> FIELD REPORT <br /> SUMh1ARY OI=FI[I_D 1'IME SPENT ON PROJECT TODAY: <br /> �'irst Site Visit: Slarl TraveL• N. Middie School Arrived at Sile: 1205 Deparled Site: 1330 End Travel: 1400 <br /> AC7IVITY f3FI�G INSPCC7Ep: Welding ` — <br /> ITL'M NEING CONSTRUC7ED: Canopy <br /> �CTAII.FD LUCAI"ION: Eas�side of Bldg 100 <br /> 1 YPL"QF INSpECTION: Periodic <br /> STA'fUS AMU pETAILS Of-PLACEMENT OF MATC-RIAL: Metal decking was welded prior to my arrival. <br /> Ii1NA INSPcCTION AC1lVI1lG5 RELATED TO THIS ITEM:Welding inspcction shoN�s puddle wclding lo be visually <br /> accep�able. fitlet welding was tound to be accep!able for Ihe an91e ciips at the tube steel conneclion of lho canopy per <br /> E=rsc.2. <br /> CONFORh�IANCE OF 71 iIS IT[M:To fhe bcsl of lhe inspector's knowledge, the item inspected was found in <br /> rnnformanc�wi�n approved plans, specificalions and RFIS,�vith Ihe exceplion of any non-conformance ilems Iist bclow. <br /> Item 1. In pl;,r,c pf s��m weldmg as called for on D/56.2, the conlraclor elected to butlon punch the seams. <br /> MISCL:I L4NGOUS ACTNI71E5, OBSFRVATIONS AND/OR COMMENTS: <br /> None:�t this(imc. <br /> Tolal lirnc cl.ar�mable to Ihis job is 3.0 hours including lhc writing of this report. <br /> SIGNA'IURES: � � '—' <br /> Si�ned_`—_' "^ ri.�. ��.. <br /> � /l-� <br /> Reviewed: �"e�, �— y,l�„r, �� <br /> �-{�rJA 1=iCld Repf ;e��c HWA Project Engineer' ewer <br /> .—_��- <br /> SUMMARY OF UNF2ESOLVED ISSUES ` '—`— <br /> Reporl;! Item1F StaWs <br /> Ff:-017 1 Unresolved: Note 11 on S1.1 slates aIi full penetration welds are to be UT inspected. The <br /> contractpr wants lhe engineer to visually assess and approve, <br /> 7 he thickness of thc Ledger angle does not lend i1� � � Ultrasonic testing. <br /> Cngineer tn advise. <br /> Fft-010 7 Unre�nived: 7he contractor has elecled lo a�eld the Bar Joist lo the W12's and W16's upper ' <br /> flanc�e in licu of K/6.1 (ypical detail. <br /> FR•021 1 Ur�resolved: Same as unresolved item above on FR•019. <br /> PI2-021 1 Resnlved: Refer to atlached email from Bob Crafis. <br /> I'R-037 1 Unresolved: Re-compacl material to meet the minimum 95% of ASTtoi p1557 �lodified Prodor. <br /> PR 037 1 Unrr.c�lvcd: Requires enr,ineering app;oval, <br /> T'�.:c�:.��.io.�Jur✓�r-.;J"�r.,�i��}_cnCre'y. RtGoriiSRU�.-.a'unu':'g�edC�H�tiAf�2'-0ICF�ci.�1916[:.niH'N,;2���»�ec Page I Of � <br />