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HomeMy WebLinkAboutPermit Field Test & Inspection Report 1999-9-20 -. .l-\ 64kO WPr1f:,lZ ~~~ (1- -MORTIER ,ENGINEERING, P.C. 1245 PEARL STREET EUGENE OREGON 97401 ... PHONE (541) 484.9080. FAX (541) 484-6859 STRUCTURAL BUILDING DESIGN. FIRE PROTECTION CODE CONSULTANT. PLAN CHECKING CONSTRUCTION INSPECTION September 20, 1999 Cozy Homes 1275 S 2nd Spnngfleld. OR 97477 RE Ambelslde Lot #53. SOl1n2:fleld. OR - ExcavatIOn, FIll and Compaction InspectIOn W 0 # 12144-TJM As you requested, an 1I1spectIOn has been made dunng the perforn1dnce of the excavation and pLlcemcnt of gravel fIll on this sHe 111 pi eparatlon for the construction mvolvmg foundatIOn for the ploposed lesldence The excavatIon Involved removal of surface orgdll1c soIl and other unsuItable material and the placement of a 12" mllllll1Um of 3/4" m1l1us crushed lock 10 accordance with our standard procedures Pen meter drams are to be 1I1stalled and connected to approved storm dramage system The compacted surface of the CI ushed rock IS adequate for a foundatIOn beanng capacIty of 1000 psf, WhICh IS adequate to support the proposed conventIOnal wood frame reSIdence The compactIOn of the gravel surface IS greater than 95% of a standard proctor per ASTMD698-91. (See attached data sheet) Dramage not Installed at time of compactIOn test I hope you f1l1d thIS report adequate for your purposes at thIS tIme Thank you for thIS opportumty to be of service If you have further questIons, please do not hesItate to contact me at 484-9080 Very truly yours, (/ Owen Grover P E TJMJmm rXCll~,jll\llll ... MORTIER ENGINEERING! P.C. STRUCTURAL BUILDING DESIGN 0 FJRE PROTECTION CODE CONSULTANT" PLAN CHECKING CONSTRUCTION INSPECTION ..., i2.15 PEARL STREET EUGENE, OREGON 97401 PHONE (541) 484-9080 . FAX (541) 484-6859 ~";-:~'.t~.~~ :~;.~...~ ' : ~,~.,.. ~.(:.".._;,.'~ :'-4~'.. - l' .. ~" .:' j~IEL1D)jNIT WEI.GHT.-';':SA~D:\CONE. MErHOD'~ ..."!.:>.t. '.~: . .:~ " .. J'.:.. "tI, ," ~ '. '...' ~ .; I, ,; J;"~ Per ASTM D 1556 TEST NUMBER L wO#I'LIL(Lf OATEOFTEST Cf/rt-/9i AMh~ds.i&{t TESTLOCATlON ~~vYI~,c.. Ci LeI ~3 -rI=STBY 0, C" 3-; /1 \ ( I. d s ' -r ;.., MATER/AL TESTED (By vIsual observatIOn) I[ ((i:y1/1,:. -...-rtl.sn-e., (Ji:rJ{!i '-.' ['/:ItJ..rr'/ I ,I . / '-" UNIT WEIGHT OF SAND USED FOR THIS SAMPLE Ps (sand) == ~ (]c1-' I VOLUME OF CONE (V1) = 0 0389 ft^3 FIELD TEST DATA 8 (b "1707$ LIlt; ~,8 O'b I 0 ~1-1 "7 l1? \-, ~ o~ j7-Z ~/F7J Initial Weight of Jar + Sand (W1) WeIght of Jar + Sand after test (W2) Volume of hole, W1-W2 - V1 = V2 Ps WeIght of soil sample (W3) = MOist unit weight of sOIl Pm = W3 = V2 Moisture content of sample, W% = (weloht mOlstHweloht drv) X 100 (weight dry) Dry UnIt Weight of Soli Pd = Pm 1 +W% 100 ttlOd~ MOISTURE CONTENT E Il7fd . Wet weight Dry weight weight of Jar 1:33,65 tY - Lc;. IY-4/' 17 (! (/ jL-111,/ -.15.ILta--- ~ II net weIght :~- f