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HomeMy WebLinkAboutPermit Field Test & Inspection Report 1995-7-10 JUL-10-95 MON 14:27 PORTLANDFRONTOFF FAX NO. 7467163 P. 02 BRAUN'M INTERTEC Braun 'ntortee North"'e,'. Inc. 2285 Nuggot Woy Eugene, Orego" 97.403 503.746.9649 Fo>: 746.7163 Engineer$ and ScitmJisls Serving th. Built and Natural Envirolll'rrants July 10, 1995 Project EBXX-95..()204 Report E-S5345 Mr. Craig Bertsch Le Blanc Communications 600 SE Mal'itime Avenue Ste. 190 Vancouver, WashinglOn 98661 Dear Mr. Bertsch; Re: Springfield Quarry One Communication Tower Springfield, Oregon B.P. No. 95-0035 - P.O. No. 1737 'f9:n I <bih ~+ ProJea Information . yo' :.~~/~ """,-;>~'~,.....,,,.., . "'-~';''''''''>':'''''''''~';,''''''';'....,_ l~peclt6i(ot~'~.'i';"i~':f:/,i.'/':/~:<:;:/". High Strength Bolts/Anchor Bolts . "'~..~'. .....~..~..... ~... ..'..... .~.:~.._,.:.",..... .;~.,... '; , FlA ii~~l;:;:: /if. E'.'iec'l:;';~i~~~ '''';::;;~''fl';{;;::El::: ,"'~~?; nJa : f'4, A-~~~> ~., ~~ c .~:,~. ,.~..:.... f f J1._~."":<?"(P;'4>'''j..,f&+~~...;, .~ Ccih(i~~it'i:'~:~;:-~.::~::. .:':::"',:'iT;f::;?,~~~'~\':!t' ~e. ~lanc, Communications I shop:.. :'..,. ", '.,,<';-:.'.: ,~i ::i;'i~j~::.-.xx.. .". , 1 r J . Date; ,~2i;9;" ..II1S'''''''''Qf'~; : .-::,. J"'" ~~~. ."-.~'.~". ,u l%w~~~J4i:X . . . . Report Performed inspection on the in-place 7/8" A325 galvanized high strength bolts in the 1st to 2nd section tower leg connections and in the lower angle brace connections. The bolts were checked for a 'snug-tight' condition as described on the attached page submitted to our office on June 22, 1995. No movement was observed while manually tightening the boils with a 2' long socket wrench. Also, checked the double nuts on 1 1/2" anchor boilS. No movement I was observed while manually checking the nuts with a wrench. ....:. - - ~------~---- . . " .' ~ .. Sincerely, ~~ C}.s Michael L. Meyer, Manager Eugene Branch C:lwpS I lroporralwold$\I.bSS34S.spf .' . JUL-10-95 MON 14:27 ......., PORTLANDFRONTOFF "U"c)o~ IJtJ't .&."~D FAX NO. 7467163 l:.llIILANC COIlll , .:-.. ~ il "'_ILI I: iib~JI~~gi ;U"'a..d~li~ 1Il!:l~~~=l>!l!~';1l 1~~~Iii~U~~3 . !!l~~~"'~ >'~~ ~ I::j~i~i~~i ~ 188z-~"'''6;!8 ~ ~!~SBnii8 ~ "ijLi!--~;3:llC'" f ~~~~1I!!!S1Ol~~ 2 I ii~~l;Ili~;i~i!i! :2 l!r1lo~~I'l", ...",~" a !llllJ'lJ5l!~l!r~%- ~ :~~:~~:~:~i~ ~ i!i"'E!;::! S5~ill ;;: ~~~~n~~~d: ~ ,",~ij8"'!l~",,,i}FiIi G '1~~l:~2C~8~! s::: !!'i o;/~.!l!r~i!I.,,, .... ("lI.l:QQ~ !Z;;IZ:'~ i Si~i~~;i~lj~ 9 j It ' ~Ii III ~!~..!. ,i~i !J I2rt;l !i ~w - ~ i;, I ~= ~'d Ii l!!: I.; lS! ! !~ III", ...IEI~:i'~ c!l '"' ~~ liJ li~ !ii Ii I~ l!! ~I fa -! J i! IS!:e~ i: i ,~ll d ..Ii 'I J!(i} ;;!li!l w~ ~8 '" i~ ~!il I;I~ ; - i~f i:i ~id :! ~~, it illt 13!1l lIl'5a1i !l,",~!~ li 5" ibl ;. -I:lS i~ ig~ e~i ~I ig d."' .,~ ~!~ ~f .~~ ~~~ :! ~~ ~i .!~ i~ i:i ~~ i<l~ i;M if !l!J j58 !~... :l! eas i~ Iii !ii !t II ~: II: if g;S .,;,..... ..d"':!diai J~ ~f i; ;:1 i= :1 il!!! III iit It P. 03 lCI'002/oo3 j, lie JI LI:3J~ 11~!I'il! .ier~!i~ ---, :," l~f Ii! lii _ _ _ _ ! i !i .