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HomeMy WebLinkAboutPermit Field Test & Inspection Report 1997-6-16 (2) ~ \.,~ t._:...,,--~ ,.HAEL TURNER 5.46 0881 P.01 . ,~ .1..-' .-16-97 08:23A Morti:;". Engineering (541)484-6869 P.Ol P,o. BOX 130 . '24) PEAAL ST~E5T WCENE, OREGON 0"'0 F'tiOt~E (5.41) 4E14.90eo . ~AX {541} 464.StiS9 STRUCTURAL BUILDING DESIGN. FIRE PROTECTION CODE CONSULTANT. PLAN CHECKING CONSTRUCTION INSPECTION MORTIER ENGINEERING, p,c. June 16, 1997 Mike Turner 487 $, 70th Place Spl1ngfleld, OR 97478 RE: 6951 Cllllcier ~~~Id, O~. Comoaction ~ _ W.O, #lOOSI-OLC: . As you requested, a compaction inspection of the gravel under the propO!ed foundation has been performed on this site in preparation for the construction involving foundations for the proposed residence. The excavation involved the placement of 3/4" minus crusned rock. The compacted surface of the crushed rock is adequate for a foundation bearing capacity of 1000 psf The foundation was not designed or reviewed by Mortier Engineering, P.C, lho compaction afthe 8Jllvel sutf3C€ is greater than 95% of a standard proctor, per ASlM D698-91, (See attached data sheets), I hope you find this report adequate for your needs and purposes at this time. Thank you for this opportunity to be ofservice Please contact me if you have fimber questions at 484-9080, Very truly yours, Owen GrO\'er. P.E. OLGlbjr gCb..A.lf,ung"hart,''oXlIUpN..\.ruI ,,,"" '"""11 ~/{~t I i . ,." ~ eHAEL TURNER 5.-46 13881 P.l2l::: , 111 n.. .1 p,. \.i ( f IW 1 '" (1\ M......,., n., ..nOlIlQO"lnQ , , { btll,l/llSll-bD'M,I !-I.Ul MORTIER aNr:TNEFRTNI; p r ~.O, BOX lJ~ . lL~S P~AHl SHH=;'r EUGENE, OREGON 97440 PKON(;.(:;O:S1 '134'9080 . f.A.l: (563) iSa'GB59 [,TI'll InTi II IAI 61, II( nll\I(_ D[!~IGN . ~IR6 pnOn;ClIO~J CODE CONSULTANT. PLAN CHECKING CONSTRUCTION INSPECTION FIELD UNIT WEIGHT - SAND CONE MErHOD "j 7, - TEST NUMBER: Per ASTM D 1556 If,' ", ,- .;' I......'.. /,.'/'"1 ...J..Ff"~ " ~ ",1.,\- '.'.Il DATE OF lEST: w.o.. :"il.'-:-~ !feu_.lL'" ;:'t:t. ' J, /,..1.;. TEST LOCATION: ( I '-' i " TEST BY: \" J. \> UNIT WEIGHT OF SAND USED F<)R THIS SAMPlE f., [sand] = II. 4 n.' ". ,'-::~-'I VOLUME OF CONE (VI) '" 0.0389 tt"3 RHO TEST DATA Initial Weight of Jar + Sand (WI) tI I ') ~ I( /. '6t,:/, 1-'. / -< t. . ,-.)(11./' , / ,.; f;~'~' j () 0, ,,;,\ '~'i- e Weight of Jar + SaM otter lest (Wz) Volume of hole. Y!.I - W~ . VI = Y, f. Weight or 5011 sample (W3) = I 1', {. , l~~ ("...,r~ ", ,", Moist unit weight or soli rm = .::!il' = V1 , "', --- 'I ~}, [' 1,:>0 '-.-'. (, r'; Moisture cor, tent of $Clmpte, W'I'.. - bt.Q'~1-Il PMJel1 [wolght .!';1m x ~OO [....elght dry) I.~J I ~;~ ~ '1'.1 Dry Unit Weight of Soli fd '" ~.1m- 1+ W% 100 , f' / J '.,' :J I') <: ," __-L.L~~"""':"'.L- MOIClUII. CO~lIb~1I waigh! of jar net waigh! e Dry weloht ,......... .... -+-1..,,[ .- If? -.(-, .r-- --L:.l-, '" _&7 ----1~=_ = /() .:, Wet ....elohl