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28096 PE-1751B MIDILOME 3rd Addition 2002, June Street, Drainage, Sewer Reports I _ ' k ~~,al,sld71! ElVGI11~,~'~AS, ~ c~ omCuu. PUBUG ~UMEW ~c+ ORIG1N& ~ °AS+QUILTSiI CER7`IFIED RECQRa DRAIAfINGS PROJECT#: 1P__175 l ~ DATE ACCEPTED: _hU ►at.. MIDILOy►.RE ~~~T 3RD L .1DDITAON , I i . i ~TREET PRV~~~~~ DRAINAGE SYSTEM AND SANITARY SEWER F INSPECTION REPORTS ANI) MATERIAL TESrI'ING REPORTS FEB:RUARY 11, 2042 JUNE 3, 2402 F ~ A A c,co I-- ~W~ ~ - ~ LW wAS o STlNP50N ENGINEERS ZlV`C. N. 909 ARcarvNE uvAn ~ ~ ~ ± w Sroli11.l1,Ce' ■►ASH1i1GT4fi1 ~ 9467 9 r~v 49212 IDNf~.. ti' ~XQtFtEs 71171C9-3 ~ ~ x ~ v ~ - ~ a Z n~ µ ~ M ~ a ~ A i i■~ ~ GLARENCE E SIMPSDN ~A Im~]aSQn ~ng. ~nP..~r«, InCi. 1901-1987 ; RICHARO L SiMPSQN - CIVIL ENGINEERS AND LAND SURVEYC]RS CHARLES E SIMPSON FpUNpEfA 1946 I~ Licencerl in Washrngton and ldaho N. 909 Argonne Road 5pokane, WA 99212 (509) 926-1322 Fax°92fi-1323 ~ _I i - Decemher 27, 2002 ~ Itandy Stronks Spokane County Engmeers 1 026 VV Hroadway Avenue ~ Sprakane, WA 99266 ~ Re Midilame East 3`d Additsan inspectivn Reparts C7ear Randy. ~ - I herehry certafy that the construction on chzs praject meets Spokane Causafy's standards fvr raadway, sanitar}+ sewer and storm drainage conscructian The attached inspeetion reports and gevtechnlcal tests are I ~ true enpies of the work done Sancerely, Charles E. 5impsan P.E. & f' L S. ' Cvnsulting Engineer - , ' S, E• ~ og war.s~ _ p e~ss ~'~rs•c~~~ I N~ - ~ ~ liViRFS . ~i-~-r r d z~' ~I . IVE~1, lJ~ ~4 ~ im,~son Engine~rs, Inc. oCIVIL ENGINEERS A!►[D LAND SURVEYORS ~~~~T'y E"G}"EEk N. 909 Arganne Road • Spokane, WA 99212 - (509) 926-1322 ■ Fax: 926-1323 TQ: l~r,~ `~",r~►~ r ~ n Alh ~ , S~JBJEVT: I~C] i~ E4 SA 3d o S Fn S~ t'r..►[:. 1~'` C~ ~ DIdITE: f V~1 r'~~s„ 4rr.~ v~ ~~'L ~ ~ : r► c3 ~~+a- C] F O c.t r m4d! i c~ ~ e- E44 s s F's'a C e. v- ► t " a r=. C,y tn 4`1 rs J ..1 a..~ C3 ~%4'S rn ("c K c t~~ r`1 ~ 1 k O r'1 - 5 ,r> tes jh q J rrwi~~ f 1 ~ k ~ i`' i~ i'7 ~ d~';.'~ Ia'f Y . i. EiE r f 6JL..C'~ ~ ~ P7 ~ 0. FYA7b O PI1_ t] t'A A ■8 t ~ ~ • ti 5ignet+ I . : _ ' ~ - ',.i.• <~~i . - ' •yt Yn~~~~i~l`vt,'~tiI _ ..rY' . ' . ` ' - . ' . 4 ' ` .s } DAILY OBSERVATIONYDIAR . - . . - . . . . ~ irrapson Enn lnQ~rfa, I(~~i. PROJECT T1TLE 1''~1h.t~jc ¢~4~T 3TzD , 'J PROJECT NO.. 1Zg-Auc OAY: Yw ? DATE: WORK PERIQQ~ TO -P. M. WEATHER ~C+~~CZL~TEMP. MAX .A-12F: MIN.35_°F: PRECIPITATION ~IQ!✓~,..• . NUMBER ANO CLASS OF PERSONNEL EMPLOYED: GAOUND CONDITIONS " -7 m&!M S MAJOR EnUIPMENT ON PROJECT ~ NO. I DESCRIPTION I SIZElCAPACITY ~ HRS. OPER. ~ 23S LxG4v.4r{~i7 • ~ ~ I I G43" UN ~P a2CL ~ WORK ACCOM?LISHED TODAY: X A,Mt/6/~) TQr'~4Y 4T R- 3zo LL4J1~.~YJ~JZj'/~~ GiC~lJ -g4n '4Zi794.a`l 1~d! ~ -Ntdler-...CSG~iP ~4~~Z. 47-_~~~ Mc _.v.4 1- AP Av~ f:-f 5 TffF ~~•tv.4~ D~.!.~.~~-l~ e.A45 iiu 45R6U.vv Tl~ i~-~41-40-Q ee.) r~'XZ .4 wl,1.AC-L DibUi.v6- A4,)N6r Tff.~ 4S Y..~ -'tn e5,k,48 -6!D.->R -4cptt Azorz A _RK-Tc01?A19b 4 L,P'LF- .4F7-rR 2:f70 7D IA./ Ava SAiD AE'b f'iC 134-nd .4&t9111~ /gf _ Lt 4 'S 6rJT /A/ _ 3: 307&F 7`~d~~ ~'p / ~ GDi~ ~S TH ! /14 r Ic r D-~GO,r1,4 k ~ - - - 1' ~ ~ DAILY OBSEAVATICN DIARP") L~ ImpSon ngIneetS, In(~i. PROJECT T1TLE 44l1Z/4174l,e P,4,s1` ztRcl ~ FROJECT NO. 122N5 oaY: Tc~~S/]4Y OATE: WORK PEAIaD - r.M. T0 WEATHER C1&Ae _TEMP. MAX -AL>F: MIN_2/-°F: PREClPITATION GROUND CONDITIONS AR,-"~A-p NUMBER ANQ CLASS OF PERSONNEL EMPLOYED: - _ - , MAJOfi EQUIPMENT ON PAOJECT ~ NO. I ~ DESCRIPTION I SIZE/CAPACITY ~ HRS. OPEA. I Yr-57f',rJ~ Y ~ I I i I I I WORK ACCOMPLISHED TODAY: 3?4g2:>1LlND TN.~G'~.fi'G ).•F~~7 C~itJ~ 7/~r ~ . 771i~7-~, .r1Azl-l, s~~-v6 /O: 5:~> ZZvvTIAAffNr.~L 9aA--ty,ff2> -.Za-Tkrui `S127 A~v -sz•4~l"~ -x-F'xc.4i,aa?2dAv .a.vn Fd3e rHe- AZ,4.V9CL,r- W1,47- cv~LL nr .r_vi>Y ~~~I- gtz~~,►~ rl:~ Tli~ r.aivikVe cv.4s I.v aA-JD NaZLP'vT . Ar i2 _c>o 7/fP BAdkE- fnP Gv.i.AI-- 14 ,q,&-.)D i?L-dr)a,~D A 7- 1-2 :-5~. .4k22wb Z:e~?D- 7//Z I30DrA.tSET1 jeilQ~b ?Iff E iAv w11-71 1h,e -4,s15 -~6A,.a _N9't.~ 8P- ME 1 z" WArAt~?- 1ZVjg-: ,~1,~aG~.v~'Y ro &iQ4!tkCZ 1,lt>R.16ArbAJ AA)b -z.r.~*;Zit.)', .~v~Y".q.lL~,vG- 7~/~ <~iz i.wz~~,v~4rh~ . r. T6~~ ~?~9 /►~~.,~1Z Br,~,~,,ti~~ rN~ naY t~a~s rH~ i~~T'.~~~io,~i ~F Ti~,~,~ M~✓v/~F A T -5~(s~'ioa,J /n+o6.l,?~ AFt~~p 1D .4 .4BrZj2 T,NAT .4lvb 0s0 FtL.47a 74P- 1.~55T Oo= 7~//-g it4`/ . i - - ~ . DASLY QBSER11AT1GaN i]IARf''~ - 6 1m~~on ~~"➢~id~ee ~S, ~d7~. AR4].]ECT TITL.E 11dL~~ ~,o , FFIO.7ECT HO. lt=a~-58 ---i aav: WMLr.W262~4Y DATE: 9=11:4a;? W4RK PER1flDELfg:2m, TO-lf'3k8:~> WEATHEft0~'-~7-7EMP MWX . °F• Ml1kE--2-5 °F: PRECIPITATit3H -A-AfYVh-r_ , NL7M8ER RPdQ CLA55 OF PE~iSDIVNEL EMPLRYEO: GAOUNQ CONDITlONS I E- AM1AaCSi EQli1PMENT QN pRp3ECT ~ I NO. I pESCRlRTEO1rE I Sl2SICAPAC[7'Y ~ HRS_ pPER, ~ waRK ACcoMPLcsHEn raDAr: ~ AW~>,~b ~'►3~AS 31412.46 A..) .4J12D WAb 4A~M~- ~ - - -r~ T~~~_l'7_ I.V l! L~~~S~~_ I~~ t~ ~'~Y F L~7~'~.~7 T/7~ .~iL,r~ •~'Q~3r'7~~' .__t -4, 7i1p nAy Pkllr~ ME ,2~r..~.~P A1~& &A2pf>~t ,nn~! ]7 )7'4A~ -MAT utlMRrV rAi-r-}' &64--* 7/1~ ".M. ~ A r 3~,r'v rN~ -►~.1~~~~~.~ ~1A .4 7~~ f.a~11 dqie►e r*a•+u 1~~ ~ ~-~•s~ ~~.r~G rI-h~~ti~y r~I~ r~F r.~~ ~r~#oC~ 4~~~~ ~ ~iTJ~ae~ r'~~~~7'Y ~~".~..+~,2~7~-~ _ T~~ A~~'~'~1E]~•V ~.JD1.~d,G~j2 E..J"A~ ~i?l - - _ ---~►@~~~r~.lt~ 7]~il.rsc,~"~ T~•~T~ . A~7 3:~~.+.~.1~e~'T.~~ -57n~A~I~ I~+~~,~C~ ~ _,k._rs~ „n.~7i4F ~_~J y u ~ •~~T M,a ~f ~12►2 ~~.~TSr~~.► I~°T2 ~,~.rc~~ ~1~~~1 ~ AA~ D, ,~~~1, a~ Iu,r ►+'rU 7~' '..e ~ ~1~7"Or'2 _ Z ~ WYW A0,gj:LY3ru ~ 4~~ - - DAILY 06SERVATIQN DIARt' , s5lmp5~~ ~nc)lneef5, Inc. PRoJECT nrLE ~~r Mkb PRaJECT NQ. . ❑av: 7&IRS,1~9Y awrs: -2714--CQ7, woRK PeRio~~ rC) ss~- ~r, W EATHEF~ i Efsi[P. t~AAX +°F fu11N . ~ °F• PFiECtPfTASIC]H !AZWC NuMBER AND CLASS c7F PIER50NNEL £MPL[]YEi7. GRqLIND CONQl;lONS • - ~ ~ MAJpR EQLJIPMEN'f ❑N PROI6CT i ' No. P QESGRiPT1ON I SIZEICAPACI'FY ~ HRS, t7PEr3 , , wCRK AccannPLIsHED rODaY: .~Ia~u~ ~"~baY 4A~jAjr3 ~ , _1~7 ~~n~~~ ,a'~'~s~~~~~.~ .~~..~3`~.T.~'¢.4~ .~tt~~ t~':~J~~✓~ , 5~ ~ -An.sD `e_jAJ-,rA1LF,") A Alt) 7'h~hE~' AJAEX r NAAd&V.P . 1F~jXr^k T~ ~ ' 1~~ ~~,A~r~~vr~1~'+~ - ~f~ rR~~~ .4. rh~ .~v~ ~~✓~c.r.,~ -A J 72" ~~~~~F MA'7!:_4,4I7 > a U A, Lz t Wb -Ww1~ A ret x i A ut] 15 Y&A) L: 5 A A n,_T►Cl~ ' L ~~~1~h3~ ►7~~ l,eIA-6 007- z2 .djc.3R~',,~ r sE Zpcxc' 1p17g Z - - - _ _ - - Af _ 1EW .4,~~`~ ~P7' ~.~1AIA'S lori1! 1c1~--~'~~~~f~~ •-r~.~J 3/7 I~ ~ j# : rzr-;, T~i~l►~'f l~~r~ST ~,9 ~7ME At,'-a 4::,>g T9;p-: Gf,c4MP ..E~~"0r AV r#& PdW t)r.>AlAj)LFI) s5--T Ax-~1] .kmD r.#~' Ttwm~f. , ,~~r.,,,v, Tb- ',54w _ rop- r4vs ~ ,s A Zoo1~ ~~m-em, 72D 161.a-e, jaff rA ) .aA22Q.r2b ~►d,~ ~ r+l~-W .'t 76~9z>.a Y r~~& 4P,0!5r -::)f 74~a ba Y ~r A-S -'SPr-.crr- 8AekFZZi.e1!' 4AuD - It•la T.,.?~i~ rfle.~.~,a~ -:7 ~ ~ M1 ~ , - , DAfLY OBSER11►m,TiC3N DIAR(r ~ k§impson 1ngineers, Inc. PRf),lECT 7iTLE ,~~~r~r -~►~n PRQJECT NO. aaY: QArE: wnRK pERiCoPM. TQ ' WEA a HEFi -IW-7 _TEMP. dNAX . 5'1.°F' Mlftif °F: PRECiR1TATldM -2-C>'O.I&_ - • NUMiiIER ANO CLASS ❑F PEi3SflFdV11EL EIvfPLOYEO• GROIJfiD CON41TiOHS ~4.CL i~I~ , ~ MAJOR ECIUIPII+lEN7 ❑N PROJECT ~ ~ fuC]. DESCFiIPT[ORI ~ 51ZE1CAPAC[TY 0 tfFiS. OPER. ~ woRx AcCoMPtiSHFD raDav: 41?~a 4z- /--31$, r~ ll-iAjA,-l ~a12~zva2le 9A0 aPA~, r~•r~ isW rr~~ ~sn L,., D 4a 2-C).A.C~' r~r~ s Z E,&7- rr,? 1~.~~L~ _,~'~v~ r~.a,~•'.~i'Fa~„C~{ r..~r~,~ 1.=3l'cs,~ r~l,F ~,5~.~~ .t C~~~.t~ , DAtLY OBSEAIlA3`IL'N DIAR~ . ` ~ (5&1~~5o~ Engineea, Inc, PRaJECT TITLE -401-2> • PRO.1ECT N❑. DaY: ~V/w49_v DAT6: 2_7-LT-e-'+:2_, WORK PERlOO~P ,w. TO I WZA i HER,::'_~_jZ0,b_Y_„-TEMP. AAAX -,-4&_°F: MIN _a °F: PRE,GiPlTAT1C]h1 .ZrR,!~k/-~,I_/QU&RNACr~Ar _ ~ - - - i NuMSER AND CLASS OF PERSONNEL EMPLLIYEL7: CsROUNO C[}h11SITiOA!$ 4 ~ •-oo _ i ~ - ~ N1A.lC7R E{3G1PMEN7 ❑N PRDJECT _ I~o I bEscRIPrION ~ sIxEIcAPacIrY I NRS. aPER I WOFik{ ACCOiViPL15HEC3 74DAY: ~3: ~~~~7 ~°rJ~~~,v~~~b• 7-,117t~s 'AA.,,t?►~!~~7 I&II111AP , _4,2~ A~,Ve_-42,qT.~ UA S ~,r K',r 1NN~a7F~~r~"~' TG.~C7 ~ ~ ~ ,r+J~~~~ ~'~~r'',~~_ T~ Fr_~/c`'I►a -f`.X ~ .~~Tr~ ~ .0442b ~7'~T17''J/t9f~ IxJ ~^rA.; T'J/~, /lJF:u -r tlD.c9sjZZ> ~_►STi'~- r^~ • .$~~7 7P7f~" /4/!~~l.ri[.3~r TF~'~1,~ ? f itJ 2 ~Ig[~4~ 1 507 TRF- SaT~ _,A7' 4:3•a A~ub .a_r TA(.47` 7►Plg IAtRS 1A_j3rA111A1&_ 7flJ• ~i~+v.4L ~~~~ic~' onx . T0C bA~f __4LAIrGk 4,,4S z,-)7--l~ 7/-)7~1L st.1UIo'+]JzWk ,,,A vkUle~Et:. T"raDAyv, I,.jE7zr-. )4. • , ~h~. 2425 . 1 ~ ~ , i []AILY 08SERYAT1C3N MARf . &5g~~~~n 1-nqlneer5, Iric. PRaJEcT TI7LE ~ PR17.]ECT Na. ' DAY• TLXM-f7 ~ ❑R7E: .~--ff-4>2- WQ R1( PER1adQ7 3P OR 7i ❑ WIR16: A'4A14 i ' WEAiHER 1K4-,fAlr.[Xx TEi1+IP. N1A]{ °F: MfN _3a °F PREClP1TAT1dN -~C14l~. ~ NLiMBER ,Alli[] CLA55 C]F PERSDNhIEL E4iPLdYEf}: GRalJ1Y0 CON81TIOk5 ~ - s -i f ~ - M,AJ4R E{1liIPME3VT C]AE PROSSCY ~ NC7. f OESCAIPTiON I 5iZK _ICAPACIT'{ ~ HRS. f]PE{i. ~ - - ~ ! I ' ~ ~ wORK AcCQnnPUSHEfl rooAY: 2: A&RAAei>-„,sr T•Sf.~' Ce>-,y~~ 1C%vd,1 L~ I~Ci7T~ r5 A1r16 AAJ AA~ Z>,'~'~~'/ ri,J TA~g Z TA1,~~~~~~r~ ,41a a~~~i-~:~rt~,7~, ,4~ ~►D `~'1`~~ ~r~r.~~LT~S I,~,~l~~{~ t vEM.tlr~ _zJ~]i.r.~~rA.L -SrAkl4 ~~r,.~► ~,~7~E~C,~,~~~5 ~n.► r~~ 5~c.~ ~,~".~Rr..vl-~ ~.~J 7~~ .v ►~i'rf~ C.eaa~~, DAS~,U,@E R,rll] 41L 7WP7 _ . ~.~Vr~ • r~°~ - ~ - ~ _ - : - - - - 3 4_1H':->//~ f~'s~~- T~ ~4~]".el~~l~r-~e ► ZC I/e+C-w't/,E.L, . ~~-~t'JSr.rs~G ~ . - IPI,'qE 7r7 R37' r~~V .4 A7WF-- ,+VfG,F- 3r1&- 3' !r IAa ~ nk. _ _ ~ - F ~ ~ ~ ~ ~ I + ` --~~•L.,~, -fil"A ',~"~,l _ T► ~''1 : _ ~ _ ' o , ~ ~~►~r ~ : _ T.1,~1~~ p~ ~ ; ~,~rv.. i~a. ~ . w - _~.Y.... Ll'.Z, ~ Le5)ST: ~ f', L ti-, ~ cl 7 M. ~ r•n~i ~ I : ~4~ , - - MA v>' 75 . _ + ' - ::Zg+ E7 lA7 "F-7a _1 ~ .-32kaT Z;141 v '~it~ . - = S L~ F~~ss. : 4.,715- G A,, p ~ - - _ - - - - - - - - - - - - • • - , - - - - AP I • , , ~ ~ ~ P-;lb ; 2,41 Ien, Jsa ..~JJ k , ~ ~~-S~. ri~'~ ~`~..,~~t~►`~ ~ ~ ; ~ " ~G l35. .C~`~ ~ --~k- •STy{L~ , 3~a+~ E/Vc7 5y ~17., !c~ ~.eJ i ,~+v+r~ : F 9 'l'r~~6~ C~►~i~] ~ 10,...,,C.~!.a. PMA, ~ ~ : !7 LT~a~, y ~ !~7r'_..~~~~~a_.~~ 6T'.~ ~7~~4T2T:..l.l -34- 4~et~___--------------- -~a , , I ~r.~±St~ !_t : 4~ . ~O. „ . 1. . ' P. ~s4J*27 ~ ~~a~:' _R ~ ~ C~ _ _ - - - - - _ - - - - _ rn ~ ~4~,~~~'•_ ~t`~~__.~_~, ---.._.._.__-.-----~-----r- ~---y . . -------r-: . _ , _ z E p a ~ ~ ~ (A r ~ -~iCr~~ ~ly ~ r,v ~ ~,7 ~ ~ ' ~_~~q~~~ti ' 3t ~ ol ~ fjt CC) ~ ~ - - ~ " , , . r l 9~ ' R~ 3'....^.~ m~ _ ~ ~ , • ' 3820 E. Braaclway 5pokane, 1Nashington 99202 budinger & assvciates, inc. geatechnica! & materiaf engineers , ' Chuck Simmpson Fe6ruary 19, 2002 ' Simpson Engineering - 909 Norih Arganne Spakane, WA 99212 PrQject Number M02029 - PRQTECT. Midilome East 3`d Additian - Phase 4 5pokane, WA 56JB.IECT: Reslalts of Field and Laboratory Testing Report # 1 At yaur Pequest, we are ,prcrviding field and labaratory testing sen+iCes for fihe subJeci project. [)►.tr serviGes were Iimiteci to the testing of specific canstruction cnmpdnents, saIected at yorar discfetion. i I For this geriod our invta!vement has Eeen limited to laharatory tesiing of I sample callectad by us on February 11, 2002 and campaction testing ofsewer Iine backfill. Rssults were verhalIy reparted in the field to the contractar. T'he folIowing Iabora#ory test was cnndusted irt general accvrdance with the method listed: 1. Modified 1'rcctor AASITD T-18fl Field densifies were determined at randam iocations ar+ailable for testing during nur site visits according tQ Nuciear Nfethods (ASTM D-2922). We 6elieve the zesults are representative of the iift expased en the imrnediate area of our test during our site visit. Results shauld nat bc oonsidered representafive of compaccion of other areas, lifts, or fi1Ps, if any. Laboratory resulis are presented on the attached Laharatory Sumrrrary. Campactian resuPts are presented an the attached Pesults of Compaction Tests form. Our daiiy acciaities are summariz.ei in the fiallowing paragraphs: - - - - anday, Februarj+ 11, 2002 Technician:- Kyle Sanfurd- Wesiher: CEear, 44° 3 firs partal ta portall24 miles mobil'sxation SEWERLT"NNE BACKF'ILL CaMPACTIQN We conducted compaction tests on 6ackfill being placed fnr the sewer line on 35'" Avenue. Tests were conducted at 3' beiaw go'ade in the 10' fiii. Results indicate compaction of 95%, exceeding the specified minimum (92%). Qcie sarnple was co[[eeted far a modified proctor. Tuesday, February 12, 2002 Technician: Ray Pearson , Weather: Ciear, 40° 3 hr sninimum124 miles mv6ilization ` iEWER LiNE BACKFdLL COMP,4CTlOtV The contractor placed backfilf aver the sewer lirte being placed at 3S'h Avenue and 11~cDona[d Street. Tests were conducted 1' to S' below gj°ade irt the 9' Fil with results indicating compactian canging frarta 95% ta 96°Iq in the iop 2' and 95% to 9$% in the lvvver efevatians, meeling or exceeding the specsied minimums (95% and 92%) F+G.Bucf[nger PE {5t~9) 535-884i Stephen D. Burchett PE Jahn E. Finnegan PE FAX (509) 535-9589 Scott L. 'IfValters Midi(ome East 3'd Addition - Phase 4 Projed Number M02029 Spokane, WA February 19, 2002 Report # 1 Wednesday, February 13, 2002 Technician: Ray Pearson Weather: Partly Cloudy, 40° 3 hr minimum/24 miles mobilization SEWER LINE BACKFiLL , COMPACTION The contractor placed backfill over the sewer iine on Woodlawn Drive. Tests were conducted 3' to 8' below grade in the 13' fill. Results +ndicate compaction ranging from 92% to 93%, meeting or exceeding the specified minimum (92%). T'hursday, February 14, 2002 Technician: Ray Pearson Weather: Clear, 35° 3 hr minimum/24 miles mobilization SEWER LINE BACKFILL COMPACTION ~ The contractor placed and compacted backfill over the water line on Woodlawn Drive and 36`h Avenue. ' Test were conducted 3' to 5'/z' below grade in the IU' to 11' fill. Results indicate compaction ranging from 92% to 94%, meeting or exceeding the specified minimum (92%). Friday, February 15, 2002 Technician: Ray Pearson Weather: Clear, 40° 3 hr minimum/24 miles mobilization ' SEWER LINE BACKFILL COMPACTION The contractor placed and compacted backfill over the water line on Woodlawn Drive and 36'b Avenue. Test were conducted 3' to 5' below grade in the 10' to 12' fill. Results indicate compaction ranging from 92% to 94%, meeting or exceeding the specified minimwn (92%). It has been a pleasure to be of service to you on this project. Should you have any questions, regarding this report, please cail. Res tfully Submitted, B R & ASnIATES, INC. S tt . alters M Construction Services SLW/gc Addressee - 2 Attachments: - - - - - • - - • l,aborscory Summary , • Rerutts ofCompaction Tests budinger & associates, inc. geotechnicai & material engineers Nvlidilame East 3rd Additian - Phase 4 Fraject Number M02029 - SFrokane, WA ~-1 PROCTOR E ~ LABpR4T`QRYSTIMMARY [IMTS LAB(3RATaR'Y NUMBER 02-0053 - SAMPI.E NLTMBEA t - - SAMPLIED BY B&.P► i SAMPLE TYPE Bulk -J DATE RECEdVED 211 ]102 SAMVLE DESCItIPTION Sil#y gravel witti sand MAXIMUM:PENSIT"Y gcf 138 ' aP`Z'IVUJM MQISTLFRE % 6.1 SA"LE MOI5TL3RE % $.5 BULx SP~CIRC GuAVITY (f3/4) 2.571 CORRECTED MAX. 17ENSITY 144 CDRR,ECTEU UPT. MDISTURE 4.$ , i budinger & assoclates, inG. geotechnical & material engineers - - - ~ ~ • ~ ~ i i Msr~ILaMe EAS'r 3k„ AbDti wN - f'UJ.asf.4 PstaiLC'I NuNIBLx Nl02U29 $eox.ANr, 1+VA R~~7 VL l OF CO1V,LL~A L. TIO1 V TE►.l TS TEST IJ,EPTH '1"H1C;KNESS MQISTURE % DENSITY aCDMPACT10N # QATE LUCATIQN BELf3V1, FSG OF FILL FiELO (4) OPT. (1) FIELD (2) MAX. {1} % SPEC SEWER [.1NE BACK!"IT,L, WOiai]LAWN DRIVE 12 2114102 STA 36+75 4' 12' 9.2 4.8 130.9 14(] 94 92 SLWETt L1NF, BACKFIf,L, 36TH AVENUE ~ 13 " STA 7+45 ` 3' r 1' 6.9 4.8 128.5 140 92 42 14 STA 6+75 , S'/~' 10, 8.8 4.8 129.1 140 92 92 SEWER LINE BAC:KF'iLL, WDDDLAWN I]R1VE 15 2I15{02 5TA 36+{}0 , S' 12' 8.6 4.$ 12$.3 140 42 92 16 " S'C5A 35+25 3' 10' 7.7 4.8 131.5 140 94 92 SEVVER LMF BA+CKFILL 367" AVENllE ; 17 " 5TA 6+40 3' io' 7.6 4.8 130.5 140 93 92 MIDILOME EAST 3"" AunII'►ON - PttASE 4 PROJC_CT NUMtBER M02024 SPO"wE, WA RES UL TS OF COMPA CTION TESTS . TEST DEPTH THICKNESS MOISTURE % DENSITY COMPACTION # DATE LOCATION BELOW FSG OF FILL FIELD (4) OPT. (1) FIELD (2) MAX. (l) °1o SPEC. ' SEWER LINE BACKFILL 1 2/11/02 35`h Street, STA 0+75 3' 10' 7.8 4.8 1333 140 95 92 SEWER LINE BACKFILL. MCDONALD STREET 2 2/12/02 STA 41+15 4' 9' , 8.2 4.8 136.5 140 98 92 3 " STA 39+35 4' 9' 8.8 4.8 135.2 140 97 92 4 " STA 39+85 1' 9' 9.2 4.8 133.5 140 95 95 S " STA 38+50 3'/Z' 9' 8.1 4.8 133.0 140 95 92 6 " STA 37+75 5' 9' 7.6 4.8 135.0 140 96 92 SEWER LINE BACKFILL, 35'D' AVENUE 7 " STA 0+50 1%:' 9' 9.0 4.8 134.1 140 96 95 SEWER LINE BACKEILL, WOODLAWN DR1VE 8 2/13/02 STA 39+50 8' 13' 8.0 4.8 128.5 140 92 92 9 " STA 38+25 5' 13' 8.0 4.8 128.6 140 92 92 10 " STA 38+00 3' 13' 8.1 4.8 129.8 140 93 92 11 " STA 37+75 4' 13' 7.0 4.8 130.6 140 93 92 (1) AASHTO T-99 (2) ASTM D-2922 , (3) ASTM D-1556 (4) ASTM D-3017 ti budinger & associates, tnc. geotechnlcal & material engineers I ~820 E. BrQadVYBy Spokane, Wc75hi11gtRF1 98202 budinger & assvciatesJ nc. - ~_Q.P~ _ geatechnieal & material engineers ChuGk Simpson February 19, 2002 Simpson Engineering 944 Nemh Ai'gonne - 5pakane, WA 99212 Projeet Number 1+rT02029 PROJF-CT: Midilorne East 3`d Addition - Phase 4 5pokane, WA SLTSTECT: Results of Field and i.aboratory Testing Repurt # 1 At your request, we are praviding field and lsbotatory testing setvices far the subjecf graject. Our services were liinited to the testing ofspecific canstruction cnmponents, selectei a# your discretion 1 For this period our invQiveanent has hecn limited to Faboratory testing of I sample cotlected by us on , Fehruary 11, 2002 and compac#ion test:ng ofsew+er line backfill. Results were verbally zeported in the fteCd ~ i to the contractor. The fr,ltnwing laboratory test was conducted in genesai accordance rviih che met.hod listed: - - i - . ,1. - Madifieti Practor ' AASHT'O 'F-1$0 Field densities were determined at randQm Ioaaticros available far testing during aur site vi5its acaording to Nuclear Methods (ASTM D-2922). We belier+e the results are representati►+e vf the lift exposeti in the unmedaate area of our test during aur site visit. Results shauld not be considereci representa#ive of cQmpaction of other areas,lifts, or fi11s, if any. Laioratory resutts are presented on the attacheci Labaratary Surrcmary. Compaction results are presented on zhe attached .Itesults of Compactron Tests forin. L1ur daily actiVities are summarixed in the follQwing paragraphs Monday, February 11, 2002 - Technician: Kyle 5anford Weather: Clear, 400 3 t3i5 j]o1"[3j Ci3 pot't3l1`24 C[t1Ie5 TT1o}53l;zat;cn ~ ' SEWERLINE BACKFFLL CQNIPACI'iON We cnnducted campactioit tests on backfill teing placed far the sewer line nn 35th Auenue_ Tests were conducted at 3' telaw grade in the 14` fttl. Result,s indicate campactiQn vf 95%, exceeding the specifted minirrtum (92%). One sample was collected far a modifed prvctor Tuesday, Fe6ruary 12, 2002 , Technician: Ray f'earson ~ VVeather: Clear, 40° 3 hr minimuml24 miles mubiiizaticm f SEFNER L1NE BACKFILL GC7MPACTIC7N The contraccor placed hackfill nver the sewer line being placed at 35'h Avenue arid McDonald Street. Tests ~ were canducted l' to 5' belaw grade in the 9' fil] with results indirating compaction ranging from 95% fv 96% m che top 2' and 95°r'u fo 98% in the lower elevations, meeiing or exceeding the specified minimutns (95°'o and 92%)- ~ F C. BGdinger PE , t Steqhen Q. BurchetC PE ~1 535-884i , Jahn E. Finnegan P€ "535-9589 Scatt L. WalterS _ MidiEame East 3`d Additior' .-'Phase 4 ~ project Number ]I,Z02029 Spnkane, WA February 19, 20[]2 ~ Report # 1 I Wednesda , Fe4~ruar]' 13, 2002 Y Technscian_ Ray Pearson 4Veather: Partiy C[oudy, 40° 3 hr niinimum124 rrriEes mabi[iza#ion ~SEWER LINE BACKFILL CQ1ITACTION The contractor placed bacicfill over the sewer line on Waodlawn flrive: Tests were conducted 3' to 8' below gracle in the 13' fill. Results indicate compactiory ranging fram 92°/a to 33%, meeting or exceeding the i specified minimum (92°!a). Thursday, February 14, 2002 7`eclznician: Ray Pearsvn , Weather: Clear, 35° 3 hr minimcun124 miles mobiliz.ation SEWER LM BACKFILI~ COMPAC"d`IC1N `I`he contractor placed and compacted backfidl a►+er the water line an Woecilawn brive and 36'k AVenue. Test were coraducteci 3' #0 5'/x' beIa►v grade in tke 10' to 11' H. Results indicate compaction ranging Gam 92% to 94°/v' meeting or exceeding Lhe specnfied minimum (92"/o). Friday, February 15, 2402 Technician: itay Pearson Weather: Clear, 40° 3 hr minimun124 miles mn6ilization SE'WER LINE BACKFII.L COMPACTION The cantractor pZaced and eompacted backfill aVer the water line on Woadlawn i3rive and 36`k AVenue. Test were coizducted 3' to 5' below grade in the Ip' to 12' fiil. Results indicate compaction ranging fram 92°1a to 94%, meetirig or exceeding the sgecified minimunn (92°/a). It has been a pieasurs to be mf service to yuu an this pruject. ShpuId you have any questions, regarding this TePort, Please cail. R 11}+ Suknrnitt@d, _ B R & AS TA7'ES, INC. ~ 5 tt . aiters M Consh`minn 5ervices " 5LW9gc Addressec - 2 Attachinents: + [.abaramry Snmmary - - e ResuIts of Compaction Trst~ budinger & associates, inc. geotechnical & material engineers Midilome Easf 3rd Additian - Phase 4 Spn[~ar~e, WA l~roject Number M02429 PRUCTOR ~ LABORATORYS+UMALIRY - []1+1I'['S ! LABaRATQRY NUNTBER 02-0053 _ S.FIMP'LE N[]MBER I SA.NrPLEI] BY B&p SAMPLE TYP$ Bu11G DATE RECEIVEL] 2I11![i2 - ~ SAMPLE DESCRIPTION Silty gravel wi#h sand ~ ' MAXIMLTM-AENSfTY pcf 438 _ {3PTIIIRM MOISTUI7.E % b. l SANiPLE MOIST[]RE °Jo $.s" ' BLIi,K SPECIF'IC GRAVITY {t314} 2,57I ~ CORRECT£D MA7C. DEAiSI'I'Y 144 _ GORRECTEU QPT. MOISTUtE 4.$ r • - hudinger & ass+aciates, inc. geatechnical & material engineers IVIIf]ILC7A9P F-A5'r 3 "u AI?L71"['IC]N Pk IASE 4 , Pk[31l-C 1 NlJhi13L`[i M07029 $PC)KANE, WA REIJ tJL TS VF CV1YL ACTICJl V 1Eil 1 IJ 7'E5T DEFTH THICiCNESS MOISTI_1RE % DENSITY COMPACTION # DATE LOCATI[3N BEL[]W FSG OF FILL FIELD (4) DPT. {1} FIELD (2) M,hX. (1) % SPEC, SEWER LiNE BACKFILL. WO[]DLAWN aTt.IVE 12 2114J02 5TA 36+75 4' 12' . , 9.2 4.8 130.9 140 94 92 SEWER LiNE BACKFILL, 36' AV'ENUE , 13 " STA 7+45 3' 11' 6.9 4.8 128.5 140 92 42 14 " STA 5+75 ' S'/~' io' $.8 4.$ 129.1 140 92 92 J sEwER LirrE aACKFiLL. • WdClDLAWN DR1VE 15 21 15l02 5TA 36+00 ; 5' 12' 86 4.8 128.3 140 92 92 16 STSA 35+25 ' 3' 10' 7.7 4.8 131.5 140 94 92 SEWER LFNE BACKFILI.. 36"~ AVENiJE , 17 5TA 5+44 3' 10' 7.6 4.8 134.5 140 93 92 (1) AASHTD T-99 {2} ASTlN D-2 J22 , {3} AS77N is-1556 (k) A5TiV1 i7-30 l7 budinger & assuciates, inc. geotechnical & rnaterial engineers I I - , - - - ~ ~ MiFi[.omii EnsT 3xu A.pDiTION - PtaAsE 4 . PitoiLr r Nun:BcR M02029 5rOxANE, WA RLS ZTL TS +COAI'PA CTION TESTS TEST ❑EPT'H THICKNESS MOISTURE °fu DENSI'1'Y COMPACTIQN # DATE LOCATiQN BELQW FSG QF FILL FIELD (4) OPT. (1) FIELI] (2) NdAX, (1) % SPEC SEWER LIINE BACKFILL 1 2111142 35`b Street, STA 0+75 3' 10" 7.8 4.8 133.3 140 95 92 , SEWEk 1.1NE BACKFILL. ' MCbdNALD STREET ' 2 -2112102 STA 41+15 4' 9' 8.2 4.8 136.5 140 98 92 - 3 " STA 39+35 4' 9' 8.8 4.8 135.2 140 97 92 4 STA 39+85 ' 1' 9' 9.2 4.8 133.5 140 95 95 5 " 5TA 38+50 , 3'/z' 9' 8.1 4.8 133.0 140 95 92 5 " 5TA 37+75 ' 5' 4' 7.6 4.8 133.0 140 96 92 SEWER LTNE BACKFtLL. ` 35T" AVENUE 7 " STA 0+50 ; 1'/2' 9' 9.0 4,8 134.1 140 96 95 SEWEFt L1NE BACKFILL, ' WOQDLAWN DRIVE ' 8 2! 1310Z 5TA 39+50 13' 8.0 4.8 128.5 140 92 92 9 " STA 38+25 ' S' 13' 8.0 4.$ I28.6 144 92 92 10 " STA 38+00 ; 3' 13' 8.1 4.8 129.8 144 43 92 11 " 5TA 37+75 { 4' 13' 7.0 4.8 130.+5 140 93 92 } AASNTO T-99 (2) RSTM T3-2422 (3) A5Ti1A 1]-1356 {4} ASTiN R-3417 ; audinger & associates, lnc. gentechnical & materiaf engineers QACLY 08SER11A71ON DtAAf r_. . 6ampson [ingid~~em, Inc. PAC].9ECT TITLE . PRDaECT N0. ~50' ❑ar. -.CIbAY ❑a-rs: woRrc rERioa ±-~~6. rto 44Qi~% WEATIiEFt L~.-7EMP. PIfIAX :ZOn °,F: MtM_---'k2°F: PRECSPtTAT10F! -6-40.?~6 - r~Hn~~cor~s . ~ . NlJAr18ER A~f❑ CLR55 C]F PEgSONtrIEL Elr4pL,pYED. GROuHa c ~ ~~r~~_. - -y _ . _ ~ MR,30Ft EQUiPMEd+1T C1A1 PRO.IECT ~ ~ ry❑ ~ CIESCRIPTIBN ~ SIZSlCAPACSTY ~ 3iRS. OPER. ~ ~ f I ~ . ~ i ~ 1 I I WOFiK ACCOMPLISNFO TOL3AY: rJ- .~t~~r~•~~ ~7_"_1_=_~ ~is.►~ 5~~ A A~~ ~I~~ _ ~.~i~~ ~ ~✓~1~7.~~7 .~i""~ ~far~T.~~s~e'~ s ~ ~~'r,.,."~`~,~--~ s . oft?-AvV4G~~ 7;t) )ea ~~ivb Ti'iSe .reO56 T~~~~A ~.~~..?~.✓c ~ - ~ ~ z i ~ ~ . 1 ~ 1 0~ ~ ~ i. ~ ~ y~] F at1 ~ 1-7 jm~Ad ~ te~ ,..YI~ ~ 4 t. 2 1 1 1 rIl p► ~ - s rl I . r qt ~ . ~ ~ i . M:`~ . a / L1AILY ❑SaEFt11A3iOM DIAR,?" g %&51mpson ~~~~~~ea~ Inct PaaJECrt TIYLE &43r FROJECT NQ. 1:20~5X DAv• ❑ATE: ~2.::26 woRK r❑ /-7- ~ia.►t~ wFa o HER TEMP. MASt 4 °F• n+Iw _-L-f-.°F: PRECJFITATiflH G'aR~llNO CC]H4lTSOi'd5 NUMREFd ANQ CLASS OF PERSORiAIEL E'v1P~,pYEl7: ~s1~1'"]~ - --l I I ~ • MAJOR EQl1lPfNENT ON PRQ3ECT ~Np, ~ pESCRIPT1fJN I SIZEICAPAC1Tti' I HfilS. OPEFI. ~ ~ i I ! • ! ~ HIQRK ACCOn1iPLIStiE0 TdDAY: 1,.~-~.r~L'~_ _~~1~1~~~~r~~ ,~~~1~ ~~►~L,~r.~.~ t.~~.rz,~ AT , ~i ~l~~ 7`r.a~,~~*✓~~ ~ i~ 7WA--- ~~'~4.~"7~' J~i~ 7.✓[~~rJ e-)~ irle ~ - - _ _ - - . . - - - - ~ - - . . . . - - - - - - - - - - ~ . . . ~ DA4LY OBSERYATfOtd DiAR""^" ~is(~~ ~nc)lneePvr.j 'nc. PROJECT T1TLE A~jWnv)p- S447"~kh 5amY" FROJECT N0. 12sR I1C•~ DAY: Z'49lZAnt)V OATE: WORK PERIOD? TO ..goq~s. MA1.v,LY WEATFiER TEMP. MAX ._3Q°F: MIN_ r°F: PRECIPITATION~.QS✓GY~~, GROUND CONOITIONS NUMBER AND CLASS OF PEflSONNEL EMPLQYED: 4 - ~y~AUATc~2 ot?F~.QR~zS ~ MAJOA EQUIPMENT ON PROJECT ~ ' I NO. DESCRIPTION ~ 5t2E1CAPACtTY I HRS. OPER. ~ 7N,&~- 7zv.:2 fYYA~esc.AIY~ .41 1S-9-7,2> rAPP-;~~ I 1 ~ I div~ ~?c>~ -5 /¢~-~~L~ ~_~'o ['Y ar~ P• I~~~,l.L ~ ~ I , ' I I 1 ~ WOFiK ACC0N7PLISHED TODAY: GS2 a--tLITPE 22t~!2\/ Ar _ /f,:3p_lO a.v&_Z,(,jb AuFwuE_ T T ~ ~.l~~errD -r,~/,4r 7-ILt--- ptrrv EAs~ia~ ~rW 7-M~ /,!!~>/-P Gx ~ ~~~rz« ~L a6,-Ep AAJD A25aiZ-A- ,~24 r- 5~1VI-AVAZak-AJA6 t,4 --.v 2,~eno= -!SFA-v4cE .4a1b 74~F -------~~t?G'---~/✓~ - L- -1t~~tLh 6~~,UG tJ~l~ ~ .~y~ ~~~.C RGY_,~_ 7!/i-s l.~S j"~79rlY Nt/.a,,~f T/~~ ,~'~~➢'i~vdy ~o~~ r-/f~ -oOP 71fR /WM_ I~l4-A&LL4~, 1ALtn[1,Et7- 7&9 A1,41- ~ ~ ~ - ~ . . , , ~ ~ 3820 E. Qroadrrvay 5pokane, Washington 99202 bbudFng+er & associates, inc. geotechnicai & material engineers Chuck Simpson February 25, 2002 _ Simpson Engineering 909 North Arganne 5pokane, WA 99212 Praject Number M02024 PRQTECT: Midilome East 3`d Additian - Phase 4 5pnlcane, WA SUSJECT: Resu]ts of Figld arid Laboratary'Testing Report#2 Fetrruary 18 through 20, 2002 Afi your request, we are providing fieId and la}oratory testing services for the subject project. Dur ser►rices , were limited tm the testing of specific ovnstructian campvnents, selected at your diseretifln. . - For this period our involVemerit has been liinited tn ccrmpactian testing o#'sewer line backfilL Results were uerbally reported in the field to the cantractnr. Fie[d t6ensities were determinerf at ran dam loCations available for 2esting during our site visits acGCarding to Nuclear 1Vfethods (ASTM L)-2922}. We believe the results are representative of the lift exposed in the immediate area of aur test durang our site visit. Results should nofi Ie consedered representative of eompaction of ather areas, iifts, ar fi11s, if anY- Caerspaction results are presented on the attached Resulrs of Campactron Tests form. Qur daily activities are sucnmarizeti in the following paragraphs• Monday, February 18, 2402 Technician: Ray Pearson Weather: Partly Cloudy, 40° 3 ElP [i11II1it7U171I24 I?lEIe5 fi1pb111ZSt1flIt SIDE SEWER BACKFILL COiVIPAC7'[QN The contractor p[aced arsd compacted backflR oyer the s_i_de sewer_]arses_an McDonald Street. .Tests wet`e - candustrd 2' to 3' }xlQw grade in the 6' to 8° fil] with results indicaating cnmpaction ranging from 95% to , 99%, exceeding the specified minimum {92°!o} Tuesday, February 19, 2002 Technician. Ray Pearson VlJeather: Partfy Clnudy, 45° 3 hr minimuml24 miles mohiliaatian ~ SIDE SEWEP, BRCKFfLL COMPACT[ON The contractor pfaced and comparted 6ackfill over the side sewer lines an 36`h Avenue and also on Woadlawn ❑rive, Tests were conducted 2' to 3' helaw grade in the 8' to 10' Fil with results iridicatittg ccsmpactiora rangmg from 93% ta 94%, exceeding the specified minimum (92°l0). . F.C. Budinger PE Stephen D. Burchett PE ' (509) :535-8841 Jahn E. Finnegan PE FA7( (509) 535-9589 Scatt L. Wafters . ' ~ i ' Midiltrme East 3`d Addition - Phase 4 Project Nuresber M02029 Spokane. WA Fehruary 25, 2002 RepQrt #3 Wednesday, Februsry 20, 2002 Teehnician: Ray Pearson Weather: 3 hr tninirr3um124 miles mobi6ixation SEDE SEWE[t BACKFILL LCIMPACTION The contractar placed and compacted ba.ckilI over the side sewer ]ines on Wood fawn Drive. A test was conducted 3' beFow grade in the 10' till with results indicating compaction of 92%, meeting the specified minimum {42°!p}. i It has been a pleasure to be ofserVir,e fi4 you on this project. Should yau have any questians, regarding ihis ~ repart, please call. Respectfially Submitted, BUDfNG R & ASS IATES, FNG. A~L. Xialters MConstruction 5err+ices SLWlgG Addressee - 2 Attaehments- • Rml55 af Campactian Tests t budinger & associates, inc. geatechnical & material engineers i - - ' - - - Mia[LoniE EA5r 31"] ADDrr[Orv- PHA5E 4 PxOJFua' NunioER M02029 5PC}1CANE, WA RES UL TS OF C'OMPACTI ON TESTS TEST L7EPTH THICKNESS MQISTURE °lo L7EN51TY COMPACTION 0 aATE LOCAT1aN BEL.OW FSG QF FiLL F{ELb (4) UPT, ~ 1} Fl ELG (2) MAX. {Z} °/0 5PEC SIDE SEWER BACf{F1LL. McDQNALL) STREET 18 2118102 STA 38+84 3' 6' 8.1 4.8 138.0 140 49 92 19 STA 40+14 2' 8' 7.8 4.8 133.0 140 95 92 SIGE SEW'ER BACKFiL.I., - 36 '-9 AVEIJUE 20 2119142 5TA 9-r80 2' 10, 8.5 4.8 1298 140 93 92 21 " STA 1 a+2a 3' 10, 7.2 4.8 134.9 140 94 92 22 STA 7+20 , 3' 9' 8.4 4.8 129.6 140 93 92 23 " STA 6+30 2' 8' 7.8 4.8 130.5 140 93 92 SIQE SEWER BACKFILL, WODC3LAWN DRIVE ~ 24 STA 37+30 2' 9' 10.4 4.8 131.9 140 94 92 - SIDE SEWER BACKFILL, WdQDLAWN DR1VE 25 2120102 STA 39+75 3' 10' 7.$ 4.8 128.3 140 92 92 (1) ,aA,s}I-ro T-ss (z) Asrnft u-xazz (a)ASrnI D-1556 (a) a,s-rM D-3017 ' budinger & assoGiates, inc. " geotechnica! & material engineers 3820 E. Hroadway Spcskane, Washingtvra 99202 'i - - budinger & assoGrates, inc, geotechnical & material engineers J r-~ Chuck 5impsqn February 25, 2002 Simpson Engineering 999 Narth Arganne Spokane, WA 992112 FrojecC Number M02029 - F'RQJEG'f - Midilame East 3'd Addition - Phase 4 5pokane, WA _ SLTB.lECT: Results of Field and Laboratory Testing Report #1 Fehruary 1$ thrvugh 20, 2402 - At ynur request, we are.praviding fiefd and laboratory testing serwices far the subject projeci. dur ser►nces - were limited to the testing of specific oanstruction components, seleGted at yaur discretion. For this perirrd our invo3yecnent has been Iimited to cornpaction testing of sewer line backfi]l. Resu]ts were verbally reported in the field to the contractar. Fie[d densities were detetmined at random lacations avsilable for testing during aur site visits according t¢ Nuclear Methods (ASTM D-2922) WebelieVe the results are representative 4fthe Irft expased in the immed':ate area of our test during our site visit. Results shoulci nat be considered representative af compaction of Qther areas, lifts, or fIls, if any. Gampactinn resuats are presented on the attached Resulds of Compactaora Tests form. f]ur dai]y activicies are surnmarized in the fnllnwing paragraphs; Manday, February 18, 2002 Technician: ILay Pearson Weather: Partly Cluudy, 40° 3 hr minimuml24 miles mobilizstian SIDE SEWER BACKFILL COMPACTt(7N The contractor placed and compacied backfili ayer the side sewer 6ines on ivlcDonald_5treet. Tests-were cvnduoted 2' to 3' belok+ gratte in the f' to 8' fiI] with results indicattng cvmpaction ranpiqg from 35% to 99%, exceeding the specified :ntndmum (gz%). Tuesday, February 19, 2002 Technician: Ray Pearson Weather- Partiy CIoudy, 450 3 hr rrtinimum124 miles mobilization SIDE SEWER SACKFlGL CQMPACT[aN ~ The cantractor placed and campacted backfiCE over the side sewer lines an 36'h Ar+enue and a2so on Woadlawn Drive. TesLs were cpnduGted 2' to 3' below grade in the 8" to ] Q' fi]] with results indicating compaction ranging from $3% to 94°/u, exceeding the specified minimLIm (92°/4). , . • - _ _ ' ' a , . ` ~ , - F.. _ ^ ' ` i - - e ` - ' ` i : . ~ . r . I ' -1• i • S _ " _ . e - i F.C. Budinger PE Stephen D. 8ut'chett PE • (509) 535-8841 John E. Finnegan PE FAx (509) 535-9589 Scott L. VIIaRters r y I ' fvTidilorne East 3`d Additivn - Phase 4 Praject Number M02[}29 ` Spokane, WA Februar}+?S, 2002 ~ Repart Wednesday, February?0, 2002 '['echnician: ftay Pearson WeaYher: 3 hr rr►inimuml24 miles mobrlizatian SfDE SCWER BAC[4FlLL CQMFACTION The contractor placed and campacted hac[cf?[ aver the side sewer lines on WoQdlawn ❑rive. A test was conducted 3' befaw grade in the 10' fill with results indicating compaction of 92°l0, meeting the specified ' minimum (92°/a). It has been a pleasure tp be of set'vice to you on this praject. Should you have any questians, regarding this report, please catl. Respectfu[ly Submitted, BUU~NG R & ASSQfIATES, fNG_ Att L. Xialters _ - Mgav Canstruction Services stW/gc address" - a ,adacnmEnu- + Results ofCompaction TesCS audinger & associates, inc. geotechnical & rnateriaf engineers M16tLphtE EAS S' 3"r A C7D1'l'ION - PHASL 4 QRaJr_ci- Numm_R M02029 Srati.vvE, WA ! LE,5V L 1S Ql 'COMPA CTION TE►J 1►..3 TEST I]EPTH THICKNESS MOaSTiJRE % DENS[TY COMPACTIQN 4 'flATE LOCA1"10N BELC]W F5C'i Or FILL FI ELD(4) C1PT. (1) FIELD (2) MAX. (1) °!o SnEC, SIDE SEVVER BACKFILL, McDQNALD STREET ' 18 211$10? STA 38+84 3' 6' 8.1 4.8 138.0 ] 40 99 92 19 " 5TA 40+10 2' 8' 7.8 4.8 133.[} 140 95 92 51DE SEVu`ER BACKFILL. 36TH A!lENUE ' 20 2139102 5TA 9f80 2' 1Q' 8.5 4.8 129.8 140 93 92 21 5TA f 0+2Q 3' - 1 ii' 7.2 4.8 130.9 140 94 92 22 ° 5TA 7+20 3' 9' 8.4 4.8 124.6 940 93 92 23 '4 STA 6+30 2' 8' 7.8 4.8 130.5 ] 40 93 92 51DE SEWER BACKFILL, WGdDLAWN DR1VE 24 STA 37+30 2' 3' 10.4 4.8 131.9 140 94 92 SdDE SEWER BACKFILL, VVOO❑LAWN DR1VE 25 2120I02 5TA 39+75 3' 10' 7.8 4.8 128.3 140 92 42 ~ (1) AA5H7"0 T-99 (2) .45TM D-2922 (3) ASTh1 D-1558 (4) ASTM f3-3017 hudinger & assacia#es, inc, geotechnical & material engineers QAiL`f Q8SERY~~IOPd ❑]AS' • i ' ~ olmp5on gngineers, Inc. PRosEc-r TIrLE ~ PAQ.]ECT fdO. i 3 OAY. FZLZ~qy ❑ATE: WqRK FEFt3002:423PT I ~ I WEATHE ► _TEMF. ih7AX -3~L°F M1iV. LtL°F: PRFzClPiTATIC]N ` +vur~eER a~vD G~.,ass ❑F PEf3SD~Vh1EL EidPI~QYED: GAO11~10 CDNa1TI0N5 ~ s~.~~E] ~ T1~~~1 bA N1AJpR E{3lJIPfMtEN7 DN PRO.7EC7 { 7dQ. f C#ESCAlP71O111 1 51z EICAAACI7'Y I HFiS. ❑PER, ~ YYORK RCCOfNFLfSHEQ i'L}i]AY: J TAG'. ,~/V+.l7Qret I ~T ---~&T ~'~~~►dJ~ ~a~.'_~.w~ ~ ~ 1=lltT15~J%~'~" ~cr ~ btVl_rtJI r/4P-`,' P4&.~ e->A) Gt4S A*-4 =T6Egr-, 1~41.T 1 T~ ~.FY ~ ; s ' t ~ ~Y~.S pZAAJ ~ _ T . . - - _ . ~ _ i. 1 ~w- ~ _ I ~ 1 d •'i` ~ , r ~ { • - ~ _ - s- 3 , ry4 ~ 7pQ`i iNE COUNTY UTILITIEa~ DK. J10N • WASTEWA7ER OPERATIONa'~7 ' INSPECTION REQUEST FORM s ~ a r e^ C1ATE: NA D cD 7- FRC]M: z'^~, im IZ~ q I^ PRC7JECT NAME: fve1 ti rA l 14 sA . PRO.]ECT i REQUEST FOR. - ~ PRE-RAVlNG T.V. INSPECTiON ~+GFiECiC HERE FOR RE-TV INSPECTION ~ f}ptlonal inspection, unless vthennnse requesfed wHl inr~ude the same as pvst paving mspection - ~ POST-PAVING T.V. INSPECTION 1:1 CHECK HERE FOR RE-TiA IN aPECT1ON Requtred inspectrvri priar to acceptance, indudes complete videa inspection of all Imes for 'cleanfiness 'stub facations `identifying any faerlts ~ PC35T-PAV[NG MANHOLE INSPECTIGNS SPECIAL 1N5TRUCTI(7ry5: , '9 A , - - G-'~ 1-. ~ tl~a'L ~L _ ~~57 f ~i ~1.~ 5 C: ~l'" r"7 ~ k ~ i~ , ! j S ~ ^ a, f-n-P r,j I A (.kC -rV x} I r ~r l 7 ~d1.'~ S C~,~J' ai ew a~ I1 Jf" . I I _ C_01*r1oC -tf.~T in. C~.+ 6y 7- ? c, 4-c7 2.~) - ; CDNTRACTDR: ~n 4'1~, ~ri~s+.~ o~~t~.~.r BIL'L111iG A❑QRESS: _jZ_1 n.. - r,x A--_1574~ - (ff6Vew) , FIELD fN5PfCTOR: RApIC7 iVp.: (in clude drawlng of a111ines and/or manholes requested) / ■ i ■ I FRQJECT NAME: ACT1VlTY ,lBB#: PL,qIVNIEVG 9 ATTACH6VIENT'S: f7RP,WlNG C3F REQUESTED ❑RAWPNGS AT-- ~ AREA INCLUQfNG tvtANHOLE #5 ~ W,4STEWATER AN❑ 1f45ECTIpN #S aPERAT]ONS FIELQ OFFIGE DATE FC]RlIVARDED• 6Y, DATE FiETURNEC7: s• ■ r ■ ■ - a• a IS5lJE E}ATE: FIL'E ND.; Jt78 NO : VHS TAPE N4.: 11 ASAP El WHE1V PC7S51BLE ~ QTHER. Aff3a;lTl`C7~IAL~INST,~RUC~'fv`AIS ~~-N,.,.s; ,r:, ~~J ~e.. ~a.n...a#. ;aInT~L,r! ~ ~ ~ ~t -'+,..s ` Y~ ~ i~- ^;:,:'WC a~~~~~__° ~~~I~i~a~~wr~~~`~:~.~.~:~ fa - ~ ~ - - - - - _ ' ❑ATE +COMPLETEQ: c]PERATC)R(S) Whfte - Ufilities YeIlaw copy - Canstruction Rev+~~d 3110100 6impson r=nC)1neef5, inG. _ CIViL ENGINEERS AND LANQ SURVEYl7RS N. 809 Argonne Road • S,'70kanea WA 99212 - (509) 926-1322 • Fax: 926-1 323 TC): ~ S ov ~C~,~. ~ ~ . ~ ~ ~ S ° , 5l! BJ ECT: r ct E a s + DATE: ~.t,~"'`''~~ 1~. I `v I f~~wt rt ( A GY!' .t' S 3 dw r~F, y`. d + s y~ 4 r c~ S G n~ f Y•f r~.n f~ rr~ 1 ~C. 5~ 3 r r r4? /~y' 1~1-. ~ rJ I"'l f f I C_r7p1 ~ VM P'_~fJY LJLJ 4 ~ 1 P 1, ~5 erh ~'t, ~1 4 LJ 0 =y . , 4Al Z. 7 6. 4-o.>- 1 r.+ ~ Ll h ~r- Y4^l . ° ~ 5igned -CpMM. 7,~ !falm- ~*ak~k~a~oM DATE MRR-11-20E3e TIME 13-56 **ak P. 0S _ f'![7DE - MEM0RY Tf2AhISMI5534hC SZFiRT=MAR-11 13'55 END=MRR-11 13.56 F I LE NE}. = QIBB STM FtO. COM RHBR NC1. ~ 57RT I DN IdAi1E/TEL. N0. PAGE5 DL9RAT I ON ~ ~ eei OIC ~ 4774?15 602/002 98-01' 00" - -5IMP50N EHGINEERS - °509 925 1323 509 926 1323- ! i F¢una.p 19+~ ZiF11Zp5o77. E7ZgZ7i~~e4r5, inC, ' N 909 Arganne Ro2d SaafeaneWA 99212 - ,Phone 925-1322 Fax 926-1323 Ta: Fram; l.. kj c.~ ~ At3ert4an:~ ~S^ ~ A 1 g,.+ Pagesa (Includin-CmerShcv) ~ -ClL~vt ~ ~ -R A . G Llrrgern; ~ Far Ftwnew ❑PEeaae earnrnent 29 Please Reply ❑ Per 7aur Reqvesi . ' ■ Comrnents: 7r ~ ~ _ !f you r~~iced ttus fz:c:n erar plezse ca ?2('r1 "s1: snd [et Lis knnw. Tnank ynu. - •i ' ` . ' 3820 E. Braadway SpokaneF Washington 99202 - budinger & assvciates, inc. geotechnical & material engineers , Chuck Simpsan March 11, 2[]02 , Simpson Engineering - 9[}9 North Argonne Spakane, WA 99212 Pr4ject Numker M02029 PROJECT: Midliorrie East 3`d AdditiQn - Phase 4 5pokane, WA SiJB,fECT; Ftesults of Field and Laboratory Testing Report #3 , March 4, 2402 - At your request, we are praviding field and ]abaratoryr testing services for the subject project. C?ur serv'sces _ were lirnited ta the testing af specific c,cnstruction eomponerats, selected at your discretion ' For this perirxi our invalvement has been limited ta compaetion testing of rwater2ine backfill. Results were verbafiy re,ported in the field tQ the cvntractor. Field densities were determined at raatdom locations available for testing durirtg our sife visits according to Nuclear Methods (ASTM Q-2922). We believe the results are representatiVe of the lif3 exgosed in the immediate area af aur test during our site visit. Results should not be conside,red representative of compaction of other areas, lifts, nr filIs, if ariy. Campac:tion resuits a~e presented an t,he aitached itesults of Compaetion Tests form. Oupr daiIy actsvities are summarized in the fof[awing paragraphs: Monclay, March 4, 2002 Technician: Ray Fearson Weachec: Cloudy, 35° 3 hr minimum124 miles mohilixation ' WATERLPNE BACKF[LL COi'aPACTON The coratracior placed and compacted backtill orrer the waterliroe on Woodlawn Drive. Tests were cnnducted 2` to 3'-be]m gratle'in the 4'/z' fill: Resu[ts inaica[e compacti-on rasiging from 92°/a tv 9b°IQ, - - meeting or exceeding the specifiet€ minimum (92°/0). It has been a pieasure to kx of service to yau on this projecc. 5hould yt►u have any questions, regardiRg this report, p[ease call. Res ectful[y Submitted, - eU fN ER & aSSOCAATES, INC. I . ►~afiers Consi ructiar~ 5er►+ices tc Addressee _ , Atlachmcnls' ■ R~u11y eil'Cvmpaetian `Nsls F.C. BL1dEt]geC PE Stephen D. Burchett PE (509) 535-8841 John E. Finnegan PE FAx (509) 535-9589 Scott L. 1Nalters _ - - ' M1DlL0h1k EA5`1' 3"' ADd711-lUN -P1 i,qSl: 4 PRUJ!°L' f NLiA11Sl:R M02029 SFC7F+AN1, WA RE5 UL TS DF CO11IIPACTION TESTS . TEST DEPTH THICKIVESS MOI.] f URC. 6f0 DENSiTY CQMPACT!(]N # I]ATE LCIC,ATfON BELOW FS+C C3F FILL FIEL[] (4) OPT. (1) FIELa (2) MAX. (1) % SPEC WC3ODLAWN WATERLINE BA+CKFILI.. 26 314102 STA 39+50 2' 4'Jz' 7.2 4.8 131_2 140 94 42 27 STA 39+75 3' 4'/,.' 6.6 4.8 130.7 140 93 42 S'I'A 38}50 2' 4r2 ' 5.2 4.8 128.$ 140 92 92 _ 29 " STA 38+00 2' A%a' 7.7 4.8 129.0 140 92 42 - 30 5TA 37{-60 3' 4'/a' $.l 4.8 130.2 140 93 92 31 " STA 37+40 2' 4'/~' 7.8 48 134.3 144 96 42 (1) AASHTO T-49 (2) A57'ilvl Q-2922 (3) ASTiN i3-1556 (4) dIS'I M f}-3417 budinger & assacjates, inc. gevtechnicad & material engineers - C ~ ~ r , 3820 E. Braadtn+ay 5pokane, Washingtan 99202 budinger & associa#es, in+c. gea#echnical & materiar engineers , Chuck Simpson March 11, 24[}2 Simpson Engineering 909 Nnrth Argonne Spokane, WA 99212 Project Number M02029 i, PROJECT- Midilome East 3`d Addition - Phase 4 5pokane, VVA ' SllB.TECT: Results of Field and Laboratary Testing Repurt #3 , March 4, 2002 At your request, we are providing €ield and Iahoratory testirig services for the subject project. dur services were limited to the testing of s,pecrfic construction components, selected at your discretion. ~ For this period aur involvetnent has leen limited to comgaction testing of wateriine backfill. Results were verhally reported in the field to the contractor. Field densities were determmed at random incatlons avaitabie fvr testmg during aur site visits according to Nuclear Methods (ASTM T7-2922). We beIieve the resuits are representati►+e afthe ii$ exposed in the immed.iate area of nur test during our site visit, kesults should not be considered representative of carnpacrion of ather areas, lifts, car fills, if any. Campactian results are presented an the attached T:esulrs of C'ompaction Tests form Qur daiIy activities are swmmarized in the follawing paragraphs: Monday, March 4, 2002 Technician: R.ay Pearson Weather: Cloudy, 35° 3 hr rninimum124 mi[es mobilixation WATERLiNE BACKFdLL CC]NPACTON The contractor placed and compacted backfilf over the waterline an WvodIawn T]rive. Tests were - - canduc.ted 2' to-3'-}~elow grade in-tl~ae 4%z'-fili. Res'uI~s~iridica[e com~iactionranging frorrs 92% to 96%, _ meeting or exceeding the specifed minimum (92°/u). ft has feen a pfeasure to be of service to yau on this project. Shouid you have any questions, regardmg thrs ~ report, please call. Res ectfully Submitted, BL1IN ER & A550C~TES, INC. ~ ` ~ . Jaf~r~so t ' M I Construction Services - - . 5 L Wlge . ,4d~resser - ^ - _ . Aila~hmcros • . ` , ' - ; . , , _ - . . _ , `Hessili.s ofCumpaoron ~'[~ls , ' ' , ' ' , - - ' . . . , - . - • - . F.C. Budinger PE ~5~9] 535-8841 5tephen D. BurChett PE Jahn E. Finnegan PE FAJ{ (509) 535-9589 Scott L. WaCters - - - ~ - - - - - ' . s MlD]LUh1E EA51 3"" Auui iION - Pi iAsE 4 PkOJLc r iVuNitiLp, M02024 sgoa.aNH, wA REScUL TS OF COMPA CTI ON TESTS TEST e QEPTH THICKNESS MOISTURE °/4 QENSITY CQMPACTIUN # DATE LOCATIDN BEIaOVd" FSG Of F1LL FiELD (4) OP`T. (1) FIELD (2) MAX, % SPEC. WCIODLAWN WAT'ERLINE SHCKFII.L 26 3!'4102 5TA 39+50 2' 4`h' 7.2 4.8 1312 144 94 92 27 " S'I'A 39+75 3' 4'/z' 6.6 4.8 130.7 140 93 92 ?g STA 38+50 2' 4'/s' 5.2 . 4.8 128.6 140 92 92 . 79 5`FA 38+00 2' 4I,' 7.7 4.8 129.0 140 92 42 30 " STA 37+60 3' 4'/z' 8.1 . 4.8 134.2 140 93 . 42 31 " 5TA 37+40 2' 4'/s' 7.8 48 1343 140 96 92 i (S) AASFiTO T-49 {2} ASTiN D•2922 (3) ,q,5'rM U-15gb (A)AS i'M D-3017 budinger & assvciates, inc. geotechnie.a1& material engiraeers • ! ' ~ _'i`,~,w;~Cti Yt ' Y ' • . - . I £ ~ V SP k-,XIdl~E COUNTY UTBLITIES DlASIdN - 'tiNASTEWATER UPER►4TIUNS . , rINSRECTiON REQIJEST FORN9 ■ a a i R~ DATE: F'RC}M: ~4L , PRC7JECT NAME: cks l PROJECT i ? vs 7 4.~ REQUEST FOR; ~ PRE-PAVING T.V. INSPECTION ~ CHECK HERE FQR RE-7V INSPECTION Qptonal inspection, unless otherwise requested w111 include the same as post paving inspection. ~ PDST-PAVING T.V. INSPECTION n CHECK HERE F(7R RE-N INSPECTION Required inspectian prinr tv acceptance, iRClvdes cornplete vEdeo inspectirrn of all lines for 'cleanliness `stu6 lvcatians `identifying any fau#s , - rl AQST-PAVlNG MANHOLE INSPEC7i(JNS ~ SPEGIAL INSTRUGTiONS: J f r G) 1 D2~ ct,,4 M-,.~e ~y 4. CI.P,t • ' _ i • ta ~ C.. 1v s7 T' .S G~ ca.rt3,►'-- C c. ~t C-o h`t~ r _*a,,- c~ V,, d c,+,f_, t 7 -7 c. ~ 4-t>2.. ~ CoNTRacTaR: C~ ~`~rr•~.~.~~s ~ siLLING AQOREss: A--_T4. _ { lf N euv} j•?_ wk. 9 gCt Z_F_ ~ FiELD iNSPECTQR; RADICI NC7.. ` (inclerde drativing of a1111nes anr!/or marrholes nequested) ROUTE . iJTILITIES , O D DESIGIV' P ROJ EC7 NAM E: \n w%^ & AETIUITY _M3~ JO8#: '-W-45 PiANhJ]NG # F& 1751 d" 214 ATTACMMENTS: ~ flR,4W'fNG OF REQVESTE❑ PDRAWINGS AT AREA INCLiJalNG MANHpLE #S WASTEINATER AND 114 SECT[dN #S OPERATI❑NS F1ELD OFFICE - DATE FORWARDEd: ~J~~~•t7~. BY: DATE R ETURNED: r- HERE D ROUTE • UTILITIES ■ O - OPERATIONS" ISSUE DATE: 3-Y-12 --o ~ F1LE NQ.: J0B NC}.: VH5 TPPE NO,: 1015 ~ ASAP ~ WHEN PQS5IBLE ~ OTHER. , s h3 . , . . - .m,.. . _ ~ - . Y~ DATE COMPLETEO: opERAi'oR(S) fi-LU ' White - lJtilities Yeilnw copy - Construction Revised 3110100 r~ ~ F I r SpoCo Wastewater 12007 E Empire Way ' Spokane, WA 99206 Tel 509 477 7984. Fex 509 477 6998 Inspection report Date: I Project I Weather, I Oris or: I section1 umber. I S 29.335.8 e: 4/2002 tp 5 cloudy ch Plannin Truck: Flushin9 date: Preset: Cleaned: Grade: pe 1751 d-94 I u-307 I I I 0 , Street: e 36th ave Map #1: MH: 129.3/35.8 Town: spokane ' Map #2: MH: 130/35.8 SituaGon: Tape 1095 tv'd Igth: 205.7 FT Reason for inspection: pre-pave inspection Diameter: 8" Section Type• wastewater Material: PVC Length: Pratection: , Gnd: 34542 Fde 1155 Remark: 1:1000 dist code observation counter photo rate 1 9.3/35 3.50 T Tee, at 02 o'clock, diameter 4 in 00:00:40 0 . ' 52.40 T Tee, at 02 o"clock, diameter 4 in 00.02:55 0 ( ~ 129.40 T Tee, at 02 o'dock, diameter 4 in 00.06:07 0 CV00/3 205.70 FH Finish survey Q mh 00:09.02 0 - - - - ~ ?L~_-- ws t~ F~ ~ z 5 xs ~ FaNIOG YWQ 6?.MM6NJoA-rwr~s F~ P.dftey 40 ~tro" 'ro 05 wIt9 706' TAVW ~V~(u. ~~Tagrz CbNCue WCtl,t YcJ¢ FiN 1)t►~', s 02 t25 8~ : , fR~t. Qt3PA~ 'tMDIr, ~ Tm1 uz ZwN+c AQ Amcmiemra . l iWMn" I~Ujf A7ZaWLZ LS A COPy oF WSMMwJ Pcucy (NOccArrA)~ zWE 5U0M(1*t1An.tNCO NMS04 a~FOA)SA&y-tr. w r , SpoCo Wastewater 12007 E Empire Way Spokane, WA 99208 Teh 509 477 1984, Fex 509 477 8996 Inspection report Date: Project Weather: Operator• section number: Section Name: ' 03/1412002 I tp 45 I cloudy I chris I 2 I 130/36.2 Piannin Truck: Flushin9 date: Preset: Cleaned: Grade: ' pe 1751 d-94 u~307 I I I I 0 Street: cap-woodlawn rd Map #1: MH: 130/36.2 Town: spokane Map #2: MH: 130/35.8 SituaUon: Tape 1095 tv'd Igth: 152.5 FT Reason for inspection: pre-pave inspection Diameter: 6" Section Type: wastewater Matenal: PVC Length: - Protection: Grid. 34542 File 1155 Remark: 1:1000 dist code observation counter photo rate ~30'/36i 0.00 B cap 00:14:24 T (ll~ 61 90 T Tee, at 02 o'clock, diameter 4 in 00:12:07 0 30/35. 152.50 FH Finish survey Q mh 00:09:02 0 w ~ • SpoCo Wastewater 12007 E Empire Way Spokane, WA 99206 Tel 508 477 1984, Fax: 509 477 8996 Inspection report Date: Nam I Project I cl dy Wther: I O chrisor: I section 3 umber: I SecUon 03/4/2002 tP 45 30f 5 8 e: Plannin Truck: Flushin9 date: Preset: Cleaned: Grade: pe 1751d-94 I u-307 I I I I 0 Street: woodlawn dr @ 36th ave Map #1: MH: 130/35.8 Town: spokane Map #2: MH: 130/34.7 Sduation: Tape 1095 N'd Igth: 361.9 FT Reason for inspection: pre-pave fnspection Diameter. B^ SecUon Type: wastewater Material: PVC Length: Protection: Grid: 34542 File 1155 Remark: 1:1000 dist code observation counter photo rate >30 , 91.10 T Tee, at 10 o'clock, diameter 4 in 00:17:34 0 96.30 T Tee, at 02 o'clock, diameter 4 in 00:18:08 0 ( ( 161 50 T Tee, at 10 o'clock, diameter 4 in 00:20.33 0 i~ 168 80 T Tee, at 02 o'clock, dfameter 4 in 00:21:08 0 ~ 254.50 T Tee, at 10 o'Gock, diameter 4 fn 00:24:21 0 261.80 T Tee, at 02 o'Gock, diameter 4 in 00:24:58 0 346.90 T Tee, at 10 o"clock, diameter 4 in 00:28:22 0 349.30 T Tee, at 02 o'clock, diameter 4 in 00:28,51 0 t~361.90 FH Finish survey Qa mh 00:29:34 0 ~ SpoCo Wastewafer 12007 E Empira Way 5pokane, WA 99208 7el 508 477 1884. Fax 509 437 9998 [nspection report Date I PrD]ect # ~lo dy Weather. I O~hras r: I sect~vrr4umber• I 5 73d.fi1358 e. 0314I20D2 tp 45 l d 94 I u 30T ~ Flushing date: I Preset. I Cleaned. I G Ode: pe 1751 - Street e 36th aVe Map #1 MH: 130.8135.8 Town sppkane Map #2: MH: 13Q 8135.5 Situation: Tape 1095 tv'd Igih: 177.5 FT ' Reasvn fnr inspecdon: preypave lnspectinn Diameter: 8'° Section Type wastewater Matenal• PVC Length• Protsction; Grid 34542 Fde 1755 ~ Remark- _ 1:1D0fl dist code observatian counter phvto rate 1 0.6P35~ - ~ 13.30 T Te e, a3 02 Q7'GIDCIC, diameter 4 in 00:$3 58 4 ~ r 64.90 , T Tee, at 02 o'clack, dEameter 4 in 60:31 49 0 ) i~ d „ 7 ~0.~ - - - - - . . . - - ~ SpoCo Wastewater , 12007 E Empire Way Spokane. WA 99206 Tel 509477.1984. Fax 509 477 6998 Inspection report Date: Project Weather: Operator, section number: SecUon Name: 03115/2002 I tp 45 I cloudy I chris 5 I 130.9l35.6 Plannin Truck: Flushin9 date: Preset Cleaned: I Grade: pe 1751 d -94 I u-307 I I 0 Street: s mcdonald rd Map #1: MH: 130.9135.6 Town: spokane Map #2: MH: 130.9/34.4 SituaUon: Tape 1095 tv'd Igth: 364.8 FT Reason for inspection: pre-pave inspection Diameter: 8" Section Type: wastewater Material: PVC Length: Protecbon: Gnd: 34542 File 1155 Remark: ' 1:1000 dist code observation counter photo rate 1 0.9185 8,70 T Tee, at 10 o'clock, diameter 4 in 0035:35 0 T_~ 10.90 T Tee, at 02 o'dodc, diameter 4 in 00:36.01 0 - 43.20 JDS Joinf displaced slight--pebble stuck in it 00:37:26 22a 1 ~ 55.90 T Tee, at 02 o'Gock, diameter 4 in 00:38:17 0 94.70 T Tee, at 10 o'Gock, diameter 4 in 00:39:55 0 I . _i 136.20 T Tee, at 02 o'dock, diameter 4 in 00:41:38 0 ( • •1 176.10 T Tee, at 10 o"clock, diameter 4 in 00:43:25 0 (S( 214.70 T Tee, at 02 o'clock, diameter 4 in. 00.45:15 _ 262.30 T Tee, at 10 o'clock, diameter 4 in 00:47:14 0 ~ 297.50 T Tee at 02 o"Gock diameter 4 in ~ . 00:48:54 0 358.40 LU Small swale 00:51:47 30a 2 1 0 364.80 FH Finish survey @ mh 00:52:27 0 ~ SpoCv lNs~sfewater 12QQ7 E Empire Way Spakane, WA 99206 Te! 509 477 1584, Fax 509 477 8998 . lnspection images Town; I 5treet: I dafe' ~ sec#ion number: I Seotivn Narne socakarse s mcdonafd rd 03r15/2na2 5 130.9135.6 , •i`~''. ~ Photo: 22a, Tape 1095, 00:37:26 Joint displaced slight--pebble stuck in it , ~ 13,~: ~5 • ~ - Photv: 30a, Tape 1095, 00:51:47 5mall swale ' + . ` • . i ' . r SpaCo 1Nasfewater 12007 E Empire Way 5prkane, WA 89206 Teh 509 477 1884, Fax 509 477 8998 , Inspectian repQrt ~520[12 ~ Project tp 45 # ~Ipdy I O ch15 or I secUon ~ numbar: ~~4.4J34.4 D3f s: Planning Truck: Flushing date: Preset: Cleaned: Grade; pe 1751 cE-S4 I u-307 I I 0 - Street. s mcsfvnald rd Map #1. MH 131.4134.4 Tvwn; spekane Map #2: MH 430.9734.4 5ituaHan T2pe,#. 1095 tv'd Igfh; 153.7 Fr , Reasvn fvr inspection: pre-paVe inspectian Diameter. 8" Section Type: wastewater Materiaf: PVG Length: . Pmtectran: Crid 34542 Fde 7155 Remark 1:1 ii00 dist code abservatian counter phota rate - i 1.413 • 000 FH Cap 0057,26 0 ~ 4091.3h~~4V 153.10 FH FIPlI5F1 SUNej+ @ 175h 0052•27 0 1Narkshoet Wvrkshoat for Circular Ghanne! Pro]eck Descnptian Worksheet Clrcular Channel P#aw Efement Cireutar CharmeE - Nlethod Mannirrg's Fprmu 5vhre Pvr Nscharge Input Data Mannisgs Coeffic 6.010 ~ ~ Sfope 004000 tlfFt 4 9 t~ 0 e+., ' {]epth Q 2~i ~ dL. P ~ - . Dlameter 8 in , i Resuks 0. 30 Discharge 0.30 ofs _ p1'rl ; Floar Area 0.1 ft' 2-7 V11iet6ed Pertme [~.$9 ft 3 S' S" Top Widfh 0.65 9 ~ Crltkai Dep4Fr 0.25 ft Percertt Full 37.5 9F, ~ CrWal SEnps ❑ fl03861 flHt Vefoclty 2,49 ft Velacity Head ❑ 10 R SpecFfie Energ, 035 $ Froude Numhe 102 Maximum gise 1 07 cFs , [3ischarge Full 099 cfs 51ape Fu[I 000035$ ft/ft Flow 7yps 3upercrhcah Prpject Enginesr. Chartss E Simpspn, P.E. c•lhasstadlfenwlmc.donsld sewer fm2 Slmpson Enginsers, Enc. FlowMaster v6.1 [61 Ao] (203) 755-1658 Page 1 afi f13l2$l~j2 1 g.24.53 RIVi 0 Haestacf Mgthrads, lna. 37 Braoksida Road Wafsrt~uCy. C7 66~$ USA 1 Y~orksheet Wnr'ksheet for Cirrcular +Ghannel P%lect Descnption VIlarksheet C.irowfar Ctranne] , F1ow Elemerd Gireular Channel Met#ttod Manningt Farmu 5o3m Fvr I]rscharge InPvt Qata _ Nlannings Coe'ffic D 040 a n N^'► t3 pir- L 5}r~UpB ODODO ffM P.L61e IS I7epih 0.33 ft 4 ~ E3fameter 8 in ' Resub L]rscharge 0.49 cfs ~ c3 C~',~ r 2--0 J ' Flow Area [].2 fF' Wetted PerimE 1.D0. $ + 5 sqJ.J S r~ Top Wtdth 0.67 B Cnticai Repth 0.33 €t Percerit FuIE 495 96 ra - Critical 5lape ~ 0004124 itffl Velocity 2,83 ftls Yelocity Head 0.12 R az~ e> rt tr Specrfic Energ; 0.45 it Froude Numbe 0.9$ Niaxlmum t73sc 1.07 cfs Discharge Fuil 0.99 eis 51ope Full p OD0966 R/ft Flo►y Type 5u6r.ri!{cai Praject Englnaer. Charles E Simpson, P E. c•Ihaestadlfmwlmcdvnald sewer.TniZ-•- - Simpson Engtneers, lnc. FlowMastsr v6,1 [6140] 031261{]2 1121 .46 AM 0 HeesZad Mathads, Inc. 37 Brookaide Raad V4haterkaury, Crt" ❑67D8 USA (203) 755-1 B66 Page i Qf 1 WDM[Sheet ' Worksheet for Circufar Channel Project C7escription WOfk817Bet C1fC11faF Chanl7Bf Flnw F.lerneryt CirculaF Ghannei MethQd Arlaanrnng's Formu _ Solrre For Discharge Input Date Mansds1gs Caeffic 0 010 l , 51ope ~ itfR ~ l 1 ~n.. 6 Depth 0.17 ft E7iameter 8 in ~ Resutts ❑i~:~ 014 ~ b-1. F1aw Area a.'I i~ Wetted -PerirRa 09 7op 11Ydth 6.58 ft - Crifical Deplh 6.17 'ft Percert Full 25'.5 % ~ l ~ Gritica] Slape 6.6IX38R5 M Velociry 2.62 ft ' i l VeIaGty HBad 0,66 ft $peciic Eraerg; 16.23 R - - Praude Numbe 1.02 iAmmum 6isc f.[]7' A Clirscharge Putl 0 gg~ cfs Slape Full 6.000081 IW Flnw iype :'pupercrhical Orajeat ifngineer: Charfas E. Simpson, F51. c lhaestas#lfmwlrrrcdunafd sevrer.fm2 Simpsvn Englnears, [RC. FlrnvMastar ufl.i [814oj 43126IoZ 91.23.44 ,4N1 6 I-faestad fVlethads, fnc. S7 Brovkside Road 1Natarbury, CT 06708 USA {203} 755r9 66B Page 1 4f 4 matLY oBsERvArsoN at~eki : , empson Engineers, Inc, AROJEGT -nT3.EfMf dG (~m,- E _ . ~ . . - - PROaECT ND. I S 3 8 - nArr: aArF:.-4--jS JD`L WGRK rERiCO A ~..r,. sa r.... ' wFwrrsER 5 ~ YE►+r. wuc ,C) •F. MIH AO tr~rir~~u~+~ • .hl~che ~ aHquNn ca~Qiraaxi h•~1~~~ s`fi NWrSgR AHO CLAGIF FERSahlJrEL E1+PLDYELs: f... 0. L7 ott ,S i ~..unR CauarUEwr mN rRaJect . . y +~a. I oEscRirviaH ~ S6I EJCAtJ.GdY arilt~ YYAAX +4CCpMrL1SPiED Z`C3DAY: ~ + % f~ (5 . ea5 4 r~ "9' S ~ ~ 4 I~'1`~ an ~ a 4 t~ b e1 a~, ~ cr • ~ t ~-r r~',.,.~~ _ ~ SPG..ANE COUNTY UTILITIES DI v i0SION- _WASTEWATER OPERATIONS INSPECTION REQUEST FORM . . DEPARTMENT- . INSPECTOR r•, I I~. 2~ O~ FROM: t r,Q e-rS PROJECT NAME: PROJECT 1 -2_ Fy ~ 9 REQUEST FOR: ' ~ PRE-PAVING T.V. INSPECTION ~ CHECK HERE FOR RE-N INSPECTION Optional inspection, unless otherwise requested will include the same as post paving inspection. • ~ POST-PAVING T.V. INSPECTION 11 CHECK HERE FOR RE-TV INSPECTION Required inspecdon prior to acceptance, inGudes complete video inspec6on of all lines for. `c/eanliness 'stub locations 'identifying any faults ~ POST-PAVING MANHOLE INSPECTIONS ~ SPEC1At I iSTRUCTIONS: tVl ~ rs~ t3o, ~E: / 34.~a- s -~n 13c,~.~ E I 3 S,G S C'.c-_1A C ~-~cuzi~-t o-r- -k ~ u e- rti. ~ e~_+ e- Z -7 G 4-6 Z CON7RACTOR: CQ~o4%K F r Aj t.,10A En 'C'rro`S BILLING ADDRESS: ~ d. j1~ aX 4- a 4- (IfNew) h1 I v, e, Nl ~ Cl- 9u..l•Ic . 1A /A . ~ 9 02~~ FIELD INSPECTOR: RADIO NO.: (include drawing of all lines and/or manholes requested) ROUTE • UTILITIES D • ANNING AND DESIGN" PROJECT NAME: ACTIVITY JOB#: PLANNING # ATTACHMENTS: ~ DRAWING OF REQUESTED DRAWINGS AT . AREA lNCLUDING MANHOLE #S WASTEWATER AND 1/4 SECTION #S OPERATIONS FIELD OFFICE DATE FORWARDED: BY: DATE RETURNED: HERE . ROUTE . UTILITIES . ISSUE DATE: FlLE NO.: JOB NO.: VHS TAPE NO.: ~ ASAP ~ WHEN POSSIBLE OTHER: GDD`1 ~NA~fNSTRU~~Ti'ONS~• ~ ~.~.'~a~`~ rA ..M x:.r.rE.~..•~. nF rI 1 L11ti. "~2« `J`,-' au...Pi -`s'g ~ n s "yy QATE COMPLETED: OPERATOR(S) _ White - Utilities Yellow copy - Construction Revised 3/10/00 ~ - i.-,.~:.~^,..;;.• DaiLx aBs~~~ATIOw oL).-,, . , . impson Lngi+r►eers, Inc. . PAGJE+CT TiTLE L\&,~~ PRDJE[:T Np. fz' , 3 5 . ~ - , - awY: owTE: 4~Lr301 0 Z-- . • M.... ~ W0f~K PERIOt] r . TO iAfEATHER TEMP. MAX IRF.CifITAT101t . NuAdJBER AND CLA:ES 4F rERSSLili{hIEL EMPLf,]YEO: QHAlJtlO Cobdaibo11i - i . ; +AwJaR EQ'UirMFwr aM PanJEcr ~ Na. I OEScRIrrsaN ~ sQfecwrAcory IPtAS aPFx ~~re a • I ~z~ R c ~ 720:A ~ ~ Y G~ .~l~E' -~~,.7.~v ' • ~ 1 _ 'Wf]AK d►CCOMP1.1S11EID TOi1AY: ~ ,s~' ! -~r! `'w~14.l w 4 ~V`1 _ •~1 ~ R+rrH @~, , TL ~1 ~'S ~ i'~`6 , ~7E5, Or, n r~ ~^671r ' _ Ccr" tL~ C..ss-cv~~ f~~e,r- e~a d ft Cm N►°t. r~ca t1 ~:3 Ci • t-, • ~ , 5 I Y 1 E~ l~ ' ' ~L ` • ~ ~ ~C~~ ~ C L.a 1P""1^y Q N R~ > ~rr~ P.,1 4 f4 ~1. 4c, ~,J o Irr.-4,tr r ..eo rti'^F~r . . • , ~ ~ _ r ~C~.~ ~ ~ut ~at...~ n ~f -~,~rry, s 't c~r- ~ t ~f2~[.~.1~. ~ ~C ~ir r `~o wn~ G ~vLt~•~L~ L, _ S rs i,'~'1 C+~~ L.u ~.T ~ Y~ ~ z•T uu h f< I Cy- Gis VL ~ ~ ~K ~ Tc~ » I "1 ~+e~r ~ n hz, e} f' ~car ~r~ ~ • c G~.v... c~. ~ ~ ~ .S i r r ~ 1~ ~ . ~ it"o ~ . , ` ~ ~ f DA1LY afJSEFtvATIaN auRvT f; ~ a +~1 ~ 1(~st3~'1 1f~~li'~iLeF3, If1C. i PAoaF-cT TITt.F PFIo,~ECT NO. G7.5 ' aAr: Ejo,4- aATF: 5/310L waRK rERsOD '7 ~ "rm , ~ - wThEit T E UP. M" -Aa• f• . MIN 46 'F: rkLCLrirAriak rYE . _ ~ ~i{OIJliA CiiiqllllkOMi ~ ~ NuKBeR ANa cLAU aF rEawNNEL IEMPLarIo: ~ C] _ i ' MUlJOR EaLllPMEACT ❑id rRO.1ECY 5 A+o. ~ OESCRiRTiAN I 512EICAPxCaTY h~hRS. OrE A C]M A.C0 W4RK !►CCG•IAiELISJiEG TOgAY: ! . L_p ^l,t1P" QC C3 ~ ~ ~4~i -V.G ~k e-Y+~ C( 64' '4 • - . y ~F, ~~s 4 sz~'~ 1'~ ~ ~~~~-u! d , ffkT 8:Io Ct n~ 4c ~t5d C:Of7t ~°~a Dk~n~ At ~b L~1.~.7d Y~Gl9 Y` Gt I^~"eU Ca a! 0L.~ rE 4C~ 4rs~-~Oej nwr4 ~ ~~~46,-A-L,. r ~ - ra.~_ K,!5 L&j c ~ 4A 4 he 0 n no «e d ~ I~ mf ~ • r~ho-s &S o-~ 46 :~O&L.01ro m • T-. .Tank or~ ckQ& c#cjck.,.~-r cV:Cn-dv , ~.~►dJkL.~.l~ ~nS ~n/~L r~,~d'+~~I~'~.~~~- ~ ~,~'7TT►~.~ T~~ r~r'~~1~ ~,e~z ~.ai r.~r.L_,~ A. ~T~ rar- u;t,-AfL ZW►6~aaV, AvZ> wZArs A.PEAP" Td a '1't~.~~~►'~P~ 1~..~p~r~a~ . ~o]~`~,~.Tr~r~~1 ~~Ta~ar~~►~ ~i ~cM~~ r~~ n f t7 WIT~r'~„1~f' Mj.-j,~P 0ji,TMi/ -.)RJ3 WZT7 1 940b.e~ ~ d1t. P/r 1aD !..`7~Z> AJ=7' -,-P~rt4 7-n•- ~ t , • 7k-E&~;_r-xw.02,.~7 ;;r-~, 7WE 4* `'l 1!5xj'r 7-6'F- 1'J9Za31,A- 01 rjrll 1- / L yY H,4 UA R79b A r 11:-4-z, Aon P Ivi:w(P-D AT 12 225Dja-~.5~ ~',~~Zz~ ~i 12:~0 r~ti~7 rr~~T IlAx-'> rAI1r budinger & associates, inc. 5"5=2 geotechnica! & maferial engineers Campressive Strength Report, Ca~crete " Client: Simpson Engineerinq ASTM C-39,96 Adsiress: W9 Narth Monrig 5pakane, WA 99206 Set C-1 Prajec#: Midilori°fe East 3rd Addition, RFrase IV Project M02829 Cantractar: Winkler Sam~led By: Ray Pearsan Sample Locativn: Cuft, McDanald 5treet, vvest 5ide _ . '---STA 37+75-ta 35+25 Sample Date: 513l02 Date Received: 514102 ~ SuppfEer. Cefftral Pre Mix Mix 321914 Ticket Laad: 4 Specified Strength: 3000 psi ~ SIump: 1 Enbained Air: 5.5 %{ASTAn G231,,AA5KTO i=n52}~• ~ : Temperature: 59 ° (ASTnn C-1064) ~ sample Test Ags Frachrre Diameter Loai Area strerKp % or ' I.D. Qate (days~ Type (.Qi inch) fIbs.} {.09 inChx} .s.p .y 5 . a2~a~ - I~1aroz r ❑ 6.00 "1 67285 I 28.29 ~s7s as 02-0254 I 5r311021 28 ! I f I I 1 02-0255 I5131l021 zs J I I I ! f 02-0256 1? ! H I I 1 ~ f I I I I I 1 I I I # I 1 1 I I I I - Remarks: - - - - - - - - - - - - - - - - - - - - - - , ~ • ' - RePvrt BY: _ 41 A A Te-fftf ~c r _ - _ . _ . - , . . . , 5enior La~ratDry. Techni~an Re~rt Capy Ta: , . , - ° • ' ' S ' - F~' _ ' ~ i. ' • ~ k,, . i 382(] E.-BraaNva}r Au+wue, 8pokane, WA 99202 , Phone- {509} 535-8844 faqc (SDB) 53 6--9589 e-mail: dficeQbudirnjerinc.ram . - bud[n~er & aSSoC~ateS, Inc, 5r15r2W2 geotechnical & material engineers Campressive Strength Repart cancrete Gilent: S[mpson Engineerinq ` ASTM C-39,96 Address: 909 North Ar;9anne Spokarte, Wr4 99206 Set C-9 Projec-t: Midilome East 3rd Addition, Phase IV Project M02429 CorAracfar. Winkfer Sample# B7r: RaY Fearsan Sample Locatian: Cur'Us, Mc[?nnald Street, west side ' STA 37+75 to 39+25 Sample Date: 5f3/02 - Date Received: 514102 Supplier: Central Pre A►lix AAix 321114 TiGcet Load: 4 Specifieti 5tnength:3000 psi Slump: 1 ~ (psfinrt G443, AASrrro T-1 19} En#rained Air 5.5 x(ASTur G231. ►aAsKro T-162) Terr►perature; 59' ° ~As'rM GIos4} Sampie Test ALdffsj. ge Fracture Diarrzeter Load Area StmTigth % of I.D. ' Date Type [.01 rrtch) Q~ (.OZ irtehe) .s.iS . Q2-0-0253 ~ 51T01[32 7 d f 8.~ 1 f~7285 ~29.2€} ~379 79 02-0254 1 5r311021 28 I I I I I `42-0255 1 5131I021 28 1 1 ~ d - 02-0256 1? 1 H i ~ 1 I I I I ~ - Reca,arks: - - - - - - - - - - - - - - - - Rei7art BY: Te erry ~ SeNar La#ora#ory Ter-hnician Report Capy To: _ 3a2a E amaftW Aven„ue. spdam, vua s=a phrxne: (5fI9) ~,35-8841 fax {5M} 535.VA9 e4TW. office@6udirtgecinc.eam ~ ! • • i ~ ~ ~ • - ~ M ~ d ~ 1o~-►c ~~cs ~ ~2~.t3 3 ~ ~.S-a/OL? ~ I ' I r) I ~ ~ I - • ' t\ , 4~ • , - i - dca_,_,1/Yl ~ J1 l L' ) ~ ~ ~ 6. f _ur ~ri ~-as C~ e u ro ~ t: l ~ 0. 4 = ~ ~G`-[ S ~~`~]~p~ C..i ►~1 ~ S4 d sG~ou~s i .c° L,i ►,~t .~441, coYO d- - _ ~ T Po LA- eAs c lnowVN a~r~~~,~ ok a.rAs~k . ~ ' i, ~ ' ' . . ~ • DAtLY OBSEAYATICPd OIAR; 5amp5~~ ~~~ineerS~ InCi■ PROJECT T1TLE Mii7. -A6f- -FRD FROJECT NO. 1293W . kf A,m oaY: Zr'~ESb,_41 DATE: L_-7: O2 WORK PERIOD g-Cnp, . TO -P. M- WEATHERQLffiZ-- TEMP. MAX --W-°F: MIN.Za°F: PRECIPlTATION GHOUND CONOI710NS NUMBER AND CLASS OF PERSONNEL EMPLOYED: ~v~~ ~~T~ - I MAJOFi EQUIPMENT ON PROJECT I NO. I DESCRIPTION I SIZE/CAPACITY ( IiRS. OPER. ~ I ~ l~~l~s~ 1e~a~ G,p r~ zzc~CL~sz ~ ~ ~ 6 ,1,--AArv-?j>inicl 7?nA ~~r~.~•i~~ • ~ ~ . ~ I I WORK ACCOMPLISHFD TODAY: ~~MU,9~b Lc9 al-L U11j~'Gr2uA y 7'/4P /gJZZE.4 . Zhl , ~ 1r~ `~4~~t' T~ ~1~5 5►b~~~2~ t~„C,L Cxo. 7~ /~~.a~ AC,7Wb z.J/97f A- RqLL!"I? ,A ~SGtZa~~r2 / ~4S ,4L~ ~ls 7-I~~~L d4: Tiq,~~ - - --K`.~_~~ - - - - - - - - - - - - - - ~ - ~ - - I ~ ~ i ' ~ ~ I _ r . , • DAILY 08ScRyAT1Qi11 DlAR'r-- i ~ ' ~~~~~~~r69 Inc. FROJECT- T1TLF PR0.IECT NO. 12 S3K DAY: WF_T_,),ILfES17AY- DATE: _a=F= lt92- WORK PEflIOD = P, r.,. TO~C~~ G~D ov~as~` WEATHrR -4 E(7/~ _TEMP. MAX -5) °F; MIN _Z0_°F: PREClPITATION NUMBER AND CLASS OF PEASONNEL E3rIPL0YED: GAOUND CONDITIONS 3~• - l2J 4.4$pREk.S - G~~v7~ixJ I MAJOR EQUIPMENT aN PROJECT ~ I NO. I DESCAIPTION I SIZE/CAPACITY ~ HRS. OPER. I _J I ,2Y A , ~9JZF_ J?2"m ~ ~ i~ ~ I I I I 2 I Fr-2m TRta--_E _-f;, (~lxl k1..~J2 )I ~ I i I I I I _ I I I WORK ACCOM?LIS}iED TODAY: 6)1 Z /-48.kLf_)F_D ArlS /q-2kAj~ Jt 2& • , r i ~u k~~Tz L~~jZ-~~¢~ T;►~f~J12 F~Rrn S S~~Fl~R g/D~G~4.C~ omu Tiq6_ C.67 Ako )f --~O FEgr 897iSF at,fa_-~ Gt -euTw ,aLL ALnn>Lr .F~JS7"4. 50 ✓2~T/NIJiJT4Z G~f~S SC7S~r -5REL4, ~U~l ~ i.j , r14- T~~ r R 1zo n~ R 4~D 714~ Y r.~~R~ ~Til'1~ ~rRI~i~J~s T~P~L 4~~ r~f >~f~. ~GRAP~fZ /~,~~'j~~~r~!-'L AL~ ~ iALzT,jn LAa;gEz_,~, t~c~jth rD '~'!f.- F~n-,.4iv Folz - - 01A >A:.[FIz .4A-)D l~ ~411~ -Ti~iTc Y /~E?E /sniwll~ Tb = _r' a~; i U ~v.Vis- A,.E~iJZ' ~'•[ER'~ n F- w~ I G~n~cJ?E~ Ti'~l~ ~ A~1D '~~4T ~NnG1L~T T,~~M~•~ Yr' Tge- '7: U/ll Ii'Z-- ~ c,L G IIApzb-s ,~~T ~ao F,~r -s.#/:zzr 42P 7-" Rr . -r~-,sr DF SME ►."~AY T8LY TI~ILtr f7/s~D A-N~ GF~~f>GP%UG /T. fc~tJe= je)E,cJrT~..L AL~_,~J~~ ¢/►~r_-A1T.5 7/~o 79P- /titQ10Ao~1,4,-E 47' !F~3NQ(sLR &-)p" 149tz~ rF67lftUb m ,/e, o- tD.~~ijaa /r_ . _ ~~~LY OBSc?3VA3"3LyPd DlAFt' . oampson C-nglneers, Inca PRaaEcT TITLF _ PFivaEc-r Na. US-~;V~ DAY. 'W,JP6VAY p+qTr:: V11ORK ?£Fi1Qa ;7:~ TQ ~MCLt> " W EA i ti ~f3 TE94iP. h3AX °F: V41[N °F: PREC.PfTA31ON ~0jVff, rJUMBEFi AAI❑ CLASS C}F PEfiSONiVEL EMALOY£rJ: GFIpIJNp CC7MaIT1CSH5 _ L~~'~_--~ • ~ MAJdA Ec7LllPMENT i7N PRQJECT t Nd G ClESCRI'?T[ON C 51zE1CAFACITY C HRS. OPER. ~ - - ~ ~ • ~ ~ ~ I~ - ' ~ ~ ' i woriK AcCoMpLisHE❑ raaAv: i , r~7" `7:✓~]_ r_ ~ _ ~'r~ ~ .~~r~~ Z2WY A.►-+b 7w TAIAllY i //r~S - EWPY ~ ~ ~~1~ • ~~sr 1~~ eA#-' rvio _a.v..VA_, 7qA7- 411,vl-1-1'e , . - - _ ! . A~ IZnA1 /JsPJz:)-Wp ulw~`~E 7"I$r& .f-/4/~i~~- . •7-,qk`,(' -rArw ArllI F((~r4.~_►~t1 1~U'~Ti41~J:~11~~^ ~it1~'~1' - ~-P.AhL~ T . ; ~%'Z-9944kA- renP- 4tib W-46 _r * ~ ~ 101 Ak&> /-?Ae- Ww~~ ~i"r:~,~~b I'aA 6---r a7W 6iZ~Enot;- 7-A4. ~ne~f7ri.~~rl~ NBo~7rlf~ s~r~ ~ ~ ~dW ~rk~ ~L73~~!'Arf~fz <<, - , • . • . . • 1 f . • ' - . • ' DAILY OBSPRVATION OIARr . . . „ . - , I(~~~0~ ~~~C~I~~~~SD I~~.. PROJECT T1TLE A4~ ~ _=f.' - . , FROJECT NO. 12Z .OAY: FTZ/~4y ~ OATE: S-40-o-Z WORK PEA10D-7-M P. TO • _ , WEATHER.L~R _TEMP. MAX °F: MINAQ°F: PRECIPITATION _ GAOUNO CONOIT10N5 _ ~ NUMBER AND,CLASS OF PEASONNEL EMPLOYED: ~ , . . . - ~ r~`,':" ' • MA.lOfi EQUIPMENT dN PflOJECT ~ NO.'I• DESCRIPTION . ~ S12E/CAPACITY I HRS. OPER. I - ~ ~ - luli~V/rL~l2 _ ~,o r~~ ~ I ~ ~ ! , . WORK +ACCOMPIlSiiED'TQDAY^ IAIM /4'T _G~ 8Q_T/JtalS' i.{ •~h'~D~lii/AI~''~~dZ/~'lS ALC&& 1/,?,P i`i✓ov57- StLr' ~ W1Y_-M44JeV. A~'~,~i.~vt'r OF • 4, n. 7/VP-Y6TAlZMb at> TNAK LftSr ~ ~ , • ~Qlt- , ~?1A__1~~2L - . -,-5bT~ 12AJ YN~. 1-5/~v7-J4 5ilaE A~ub 7- r14 hvbE or- 36 r'~ TAIP- 4A1~-r _Mt r~_ ~2K rAg" 1~1Y /.,)A A:y'' /6_ lAL4,pw TMS Tki y Ak-1Itl~.~ Wi~SEl.&k' l- - T~r.•7=f~~ P:5)967- PAV-P'" A-tbrit~ Tn 4:;~SPaA3Z2~~r -r~-~ -34T N '4/1.l(l W4Y9r)LAeJN. T T IJA~ rn Mki' A-VE-4171oit..? i)r- 7-/iF- J4 s Ow: T&,?n GPaC..~~ `7W, '-1 L~~~~~1~~'b.~AC -&4G~ • L~i ~~C ~n T/YY_ A04X7,Ai7 /e)r ` 42:,-.A~. 'Z7&r,7-W b.; IZLh 3L RE~~+ /4.AP „ 5 .~~k4ei_A~ 6~'"o4R7%61, 0.3 MET rYE ~ '~°~F~J ~iv~ Q~ ~~>~t-~ ~u ~ ✓~,~C~~z ~iovi :~~;~s -5~t~'w~ A7' J' Dpn !4-n=► r7&rl.t.t~~ ALMrAZ_ Qy 2 t(9 CAET Q4,~ Ti1,IF- lvm~-5T ~P~& Mil,~g. ~~~►~t~ ~ ~ S-in -r~Z • 3820 E. Broadway Spokane, Washington 99202 budinger & associates, inc, geotechnica! & materia] engineers - Chuck Simpsan May 13, 2002 - 5itnpsan Engineering 909 North Argonne , SpokaRe, WA 49212 - Praject Number M42029 PRQJECT: Midilome East 3d Addition - Phase 4 Spoicane, WA SUSTECT: Results of Field and. Laboratury Testing.. Repatt 95 ' . - May 7 khrough 8, 2402 -At your requcst, we are providing field and labaratory testing services fur the subject pr❑ject. Our ser►+ices were limited ta the testing of spacific cvnstnectian campanents, selected at yaur discretion. - For this period our inr+olvement has been limated to compaction testing of subgrade. Results were Verbally reported in fihe fielci to the contractar. .y Field densities were deterinined at randpm Pocations avail$ble fbr testing durin$ our site visits according ta Nuclear Methods {ASTM D-2922}. We believe the resvIts are representative of the lift expased in the immediate area of aur test during aur site visit. Results should nat 1e cansidered representative of earnpaction of ather area.s, lifts, ar fi11s, if any. Cotnpaction results are presenteki on ttce attached Resuhs of CampactiQn Tests form. Char daily activities are sutnsnarized in the fallowuzg para,graphs: Tuesday, May 7, 2002 Teehnician: Ray Pearsan Weather: Clnudy, 45° 3 hr minimum124 miles mobiliz.atian r szoEwAi.K suBGRADE eaW.acrrow - - - --The contractor campacter3-sidawalk subgrade nn 3P-Avenue, 30h-AVEilUe' McDonalri Street„ and _ Waoilawm Drive. 1'ests were canducteci at grade with results indicating com,pacti4n ranging froru 15% to ' 97%, meeting or exoaedzng the specified minirnurn (95%). Wednescfay, May 8, 2002 Technician: Ray Pearson Weather: Partly {Ctoudy, 50° 3 hr minimumJ24 miles mabilixation STREET 5l]BGRADE CQMPACTION - Tfie contractor camgacted subecade for 351'' Avenue, 36'h AVenue, Woadlawn L7rive, and Mcilonald Street. Tests were conducted at grade on the.0' fi11 with resuits indicating compactian ranging frorn 95% to 99%, meet'sng or exceeding the specified minimurn (95%). _ , . s • . • - _ . , , ' ' • . ° - ' . , , • • • _ , , . r,~, , . FC. Budinger PE 5tephen D. Surchett PE (509) 535-8841 John E. Finnegan PE F,q}C (5a9) 535-9583 Scott L. NValters Midiiome East 3d Addiiion - Phase 4 Praject Number M02029 ' Spokane, WA Nlay 13, 20Q2 Report #5 [t has Ceen a pleasure tn 1e of service to you on this project. 5hauld yau have any questivns, regarding this report, pfease call. Respectfully Submittet[, B[JD~iGE & gTES, ItIC. s*.. #~t ers _ 1VIgi~ Canstruction 5ervices sLw!$c asaaressee - x ,4ttachmerits • Iiesults af Cvmpadioa TesU s ~budirager & assoGiates, inc. geotechnical & material engineers I , , - , ~ - III[EiLfllviE EA.ST 3"' A&]i31TfpA: - PIdASE 4 PHOJEC: f N{JMfiER MO2029 5POxnn,E, wA RESULTS OF CD1V.1PACTIO1V TESTS T$ST T?Ef''T'H THICK.NESS IVIOIST[]RE % DENSTT'Y CC3MPACTIC]N # dATE [,DCATION BEI,QW FSG OF FILL FIELQ (4) pPT. (1) F1EI,D (2) MA7C. {1} "lo SPEC. STIJEWALIf SUBGRADE. . 35TH AV'ENUE 51 517l02 STA 1+00, N side ' D 0 G.? 4,8 132.9 140 95 95 52 " STeA 0+50, S side 'o p $.1 4.$ 132.7 140 95 95 51❑EWALK Sl]BGRADE. , MCD❑MALD STREET i 53 " STA 42+50, E side '0 0 $.1 4.$ 133.6 140 95 95 54 " STA 39+75, E side ; 0 0 7.1 4.8 134.8 140 96 95 55 " STA 38+50, E s"rde ;0 0 7.7 4.8 133.8 140 96 95 SITJEWALK, SLIBC;RADE. ~ 36TH AVENUE 56 " STA 10+00, S side ~ 4 0 6.8 4.8 135.2 140 47 95 ST 5TA 6+00, 5 side ; U 0 78 4.8 135.3 140 37 95 SIDEWALK SU$GRA❑E.. ~ WOODLAWN DRIVE ; 58 " 5TA 35+75, W side ; U 0 73 4.8 133.6 140 95 95 54 " STA 35+25, E sidc ~ 4 0 7.1 4,8 132.4 140 95 95 ; , i i f , I i (1) AA.SHTC3 "i"•99 {2} ASTlvt D-2422 . , (3)A5TM D-155fi (4) ASTM D-3017 ' budinger & assnciates, Inc. gesotechnfcal & tnaterial eng9neers MD"tKE EAST 3" AoDtTiON - PHASIE 4 PIt[]lEC"I° NlJME3EA M02029 SPaxArtE, WA ~ RESUL1 S OI' L. OWAC1 L ON ~ESTS TEST IDEPTH THICKN$S5 MC?ISTURE °'o DENSlTY CC]MPACTION # DATE LOCATION BELO17V FSG C}F FILT. FIELD (4) DFT. (1) FPEi.❑ (2) MAX. (1) °/o SPEC. ' WOODLAWN DRIVE ~ • S[1BGR.ADE 64 518!02 5TA 34+50, W side ' iJ 0 u 5.6 4.8 137.9 140 99 95 61 " STA 37+54, E side ; q 0 6.8 4.8 136.2 140 97 95 62 " STA 25+50' W 51dE 0 0 6.4 4.8 137.1 140 98 95 36~ AVENLJE SIJSGRAflE 63 " 5TA 6+00, S side { 0 fl 6.8 4.$ 137.4 140 98 95 64 " STA 7+25, N side I D 7.1 4.8 135.9 140 97 95 65 " STA $+50, S side ~ Q 0 6.2 4.8 133.1 140 95 95 (C " 5TA 10+25, N side Q 6.9 4.8 134.2 140 96 45 MCLK]NALD STREET j - SUBGRADE ; 67 " 5TA 38+25, E side ~ 0 b 7.1 4.8 135,4 140 97 95 58 " 5TA 40+54, W side ;0 0 5.9 4.8 137.7 140 98 95 69 " STA 42+75, E side io 0 6.8 4.8 -L. 133.8 140 96 95 35T" AVF-RTUE SITBGRADE ~ 70 " STA, 4+50, N side I 0 d 6.4 4.8 132.9 144 95 95 71 " 5TA 1+25, S side ~Q 0 6.6 4.8 136.9 140 98 95 i I I I , , . - I ; i 1 I ; l 1 (l)AASHTU'I'A9 (2) A5`fM D•2922 i (3) ASTM [l- 1556 (4) ASTM T)-3017 ~ ! budinger & assvclates, inc. ; geotechnfcal & material engineers . 3820 E. Braadwa}1 Spokane, Washirrgfon 99202 budinger & associat+es, inc. Y-g~ geatechnical & rnaterial engineers Chuck Simpson May 13, 2042 Simpson Enganeering _ 909 North Argonne Spokane, WA 99212 Project Number M02029 PRC?.TEC`i°: Midilome Easi 3`d Additian = Phase 4 Spakane, WA Si7BJECT: Results of Field and Laharatory Testing Regvrt #S May 7 thraugh 2002 At your request, we are praviding field and labaratary testing services far the subjeet project. Uur services were iiareited ta tlqe testing aFspecific cc3nsiruction romponents, seiected at yaur diseretian. For this gerioci nur invalvernent has been limited tn compadian testing of subgrade. Results dvere verbally reported in ihe field,do tF1e contractar. Fietd densities were determined at rar,ndom Iaations available for testing during avr site visits according to , Nuclear tvlethods (ASTM I3-2922). We helieve the results are regresentative ofthe lift expQSed in the immediate area of our test during our site visit. ResaIts should not he csmsidered represencative of compaction of other areas, 3.ifts, or fills, if any. ' . Caanpacticm results are presented cm the atfached Results of Compaction 7'esls farm. Our daiiy acii►ities are sumrriarixed ir► the f611owing pau-agraphs: - Tuesday, May 7, 2002 Technician: l:sy Pearsan Weather: Cloudy, 45° 3 hr minimumf24 miles mabilization STDEWALK SLTBCrRADE CQMFACTTaN - - - ----The-cantractor-oampacted-sidewalk suhgrade an 35* AVenue;36`hAvenue; McDonald-Street,-and------__. Waodlawn I)rive. Tests were cvnducted at grade with results indicating cvmpaction ranging frcun 95% tn 97%, meeting or exceeding the specified ntinimun {93%}. Wednesday, Nlay 8,2002 Technician: Ray Pearsan Weather: Partly Cloudy, 50° 3 hr minimum124 miles mobiliz.ation S'd`REET SUBGRAUE CC}MPACTIC7N ~ The contractor corrrpacted su6grade for 35th Aaenue, 36`h Avenue, Waodlawn Drive, and MelDonald Street. Tests weee condueted at grade on the 0' fiEl wiEh results indicating cornpactian ranging Gom 95°!a to 49o/g, meeting or exoeedinrg the specified minimum (95°/n). F.C. Budinger FE Stephere D. 9urGhett PE (509) 535-8841 Jahn E. Finnegan PE Pnx ar%nQti 5.15_qRA4 5cott L. Walters Midiiame East 3'd Addition - Phase 4 - Project Nwnber M02029 " 5pvkane. WA May 13, 2002 RepurtU5 Tt has teen a pleasure to be of serwice tv you on this project. Shauld yau have any questions, regarding ttsis report, pCease caEl. Resgecffuily Su6rnitteci, BUD~iGE & ASSC?C ATES, fNG. • ~ ' ' 4 . lters ~ . MW Construccion Serviccs ' S[.Wlgc Addressce - 2 , Ai°rac}vnents + Results ofCompacnon Tests ~ ~ budirager & assaCiatQS, Inc. - geo#echnicaf & material engineers IV(IDILOME EAST 3N" ADDITION - P}IASE 4 ; PkoJEcT NuMaek M02029 SpoxANE, WA • ; RES~ILTS OF COMPACTION TESTS TEST DEPTH THICKNESS MOISTURE % DENSITY COMPACTION ~ DATE LOCATION BELOW FSG OF FILL FIELD (4) OPT. (1) FIELD (2) MAX. (I) % SPEC. SIDEWALK SUBGRADE_ 351" AVENLJE i 51 5/7/02 STA 1+00, N side i 0 0 6.7 - 4.8 132.9 140 95 95 52 " STA 0+50, S side 0 0 8.1 4.8 132.7 140 95 95 SLDEWALK SUBGRADE, . MCDONALD STREET ; 53 " STA 42+50, E side I 0 0 8.1 4.8 133.6 140 95 95 54 " STA 39+75, E side ! 0 0 7.1 4.8 134.8 140 96 95 55 " STA 38+50, E side i 0 0 7.7 4.8 133.8 140 96 95 SIDEWALK SUBrRADE, i • 36T" AVENUE ; 56 STA 10+00, S side ~ 0 0 6.8 4.8 135.2 140 97 95 57 " STA 6+00, S side : 0 0 7.8 4.8 135.3 140 97 95 SIDEWALK SUBGRADE, WOODLAWN DRIVE 58 " STA 35+75, W side - 0 0 , 7.3 4.8 133.6 140 95 95 59 " STA 35+25, E side 0 0 7.1 4.8 132.4 140 95 95 1 I - ; i E . ~ i i I ~ i I (1) AASHTO T-99 (2) ASTMD-2922 ' (3) ASTM D-1556 (4) ASTM D-3017 ! i i budinger & associates, inc. ~ geotechnical & materlal engineers - - MII]1Lf3ME EPiST 3A17L71I"iC]N - PFf.4SE Q PR01lsC 1 N'l1MBE_K M02(}29 SY[3KAI+IE, Wff! . i RJ-.~0LI~TS L!F CVli~ll ACl l O11~ l ESTS TEST DEPTH THICKNE55 MOISTUIdE °/o L7ENS[TY COMFACTIC3N # DA,TE LOCATIC)N BE~aW FSG OF FILL FIELD {4} C7P`I'. (1) FIELD (2) MAX. (1) °/q SPEC Wf]aDLAWN DRIVE ' suBGRA,oE ~ 60 518102 5TA 39+541, W side i D m , 5.6 4.8 137.9 140 99 95 61 "5TA 37}50, E side i 0 0 5.8 4.8 136.2 144 97 95 62 " S 1TA 25+50, W sitie .~[l a 6.4 4.8 137.1 144 9$ 95 36' A1f'ENUE SU$GRADE , 63 " S7'A 6+00, S side 0 ' U 6.8 4.8 137.4 140 98 95 64 " STA 7+25, N side ~ D 0 7.1 4.8 135.9 140 97 95 65 " STA 8+50, S side ; Q 0 6.2 4.8 133.1 140 95 95 66 STA 10+25, N side i 4 fl &9 q.$ 134.2 140 96 95 MCDDNALI3 STREET ~ 5i113GRADE i GT " STA 38+25, E side i0 0 7.1 4.8 135.4 140 97 95 68 " ST.+# 40+50, W side ~ U 0 5.9 4.8 137.7 140 98 95 69 " STA 42+75, E side ~ 0 0 6.8 4.8 133.8 144 46 45 35'n'AVENLTE SL#BGRAmE 70 " ST'A 0+50, N side _ i 0 0 6.4 4.8 132.9 140 95 95 71 " STA 1+25, S side 0 0 - 6.6 4.8 136.1 140 98 95 i , I - I 1 ~ - ; ~ I I i 3 " (1) nASxTv -r-99 (x) nsrnn 0-2922 j (3) A5I7ui D-155S (4) ASTM D-301 T 9 i ~ budinger & associates, Inc. . ; geotechraical & material engineers - . : , . , _ . , ` - . ; - ~ . - - . ' , ~ ' _ _ • , . _ . _ , = ; . OA[LY ❑8SEFiVA7i[]M DtAgf f , ` ° - - ' • . ~ . ~ z _ j~~: ~~~~neets, i~]~, - PRa.~EGT nTLE n/P.L).h~ ~~r ~b . - ~ , ~ - PRO.~Eqr N❑. r29.~ ~ ~ ,F; ":~_:~,~~'=i _ ' _ _ _ ~ oaY: nA rr=: ~-12~k2- waarc PeR1007zo - - ' , r•r,-~ n . ~ P. hk WEA; tiF-R ~'~tx asv~LY- TFUIP. nnAx F: nnint f4 5°F: pREcsPiraraflN . . - - - . z._r ~ NUli38Efi AiliD CLASS QF PERSONf+IEL EMPC[3YED: OFIouWq c❑NaIrtaNs ~ ~ -,.r,,, . r - ~ ° , ;t: _ ' ' q~~s~r,'.ai;i~G J~?' • ,~14*~J/`~ .oI?4 i~r']~C - =1`i2r_~r~ J~i11t1~~ ' ~ ~`Y' .X."ir;~~- ' • ' Gf ' ~ ~ej~~,a.' ~ ~ ' • ~ NS.4.lOR Efll11FMEAiT ❑M Pfi❑.5E.+'.T I ~ , `:P+ia."~~ a .r' ; • , ' ' - pESCRIPTlf]AZ ~ i 512ElCAPAC1 ~ : - °~c;y` _ , TY ~ HfiS. 4PER. _ ~-i=`.~'~t:,t,~:Y~T• ~ ~~L{~~+~, I ~ 1i ,•~6` hi-~•-1~~rY~+~".~,~'~~~°,.:-...r;~ . ~r~ '~Yi~ 1 _ e yr~{I~?^{ }al., 1~ h'.Tt~, - r _ ~ ~ ,'4'~~~'~° - • - . ' ~ TY;>r- rR4-~'1'`? 1-7 • - SAfo- I4t, - d ~waR~c~;-ACCaWLrsHED'~TaaAv; ' - ' _ 4 i'~_~•..^k7ic . ~ ~ . ' > ' . ~ :y--i:~-~5= r7~3'''~-+,%Ti~, Gr']r,-,►+-►Gsvr~~~7f~- ~i~~.l~ G~~- 7`f`7~.7GY :P /Jr ~ -4*k L _.~?,G 7- Ti~-~I',,rYL JP5,9 ACo1lal9,,'1 - , A1V, AtST Al,C 7WA-1- s~• - R~~ t n!~ r/t1 Iv~!~-' .4 ;R.-"p 7-A 4. . - . I~'r>. T6-r F"#~~rgn) T~~r~' ~ . - ~ _ ~~r~ ~~~r~ .~►~r~ t~.,~.~ ~in ~n.~nn ~ ~ r~~ ' - /zZA 1 PU?` OkJ f+..rIt TId~ 7'• s raJ ~7 3~ T~ ,9 Rr~_~.r ib UZIv~& AW Z~p- z~q.) 1-21>7- he~ r ~ 4-n•-) ~ 110-4:57- ZIAr - •i~g~-L Pon,= ; . 5~- [y`~ h7 ~ ~ , , ~ , . ' ~ . . - •y :i~. . - ~ ` . . , . • • • . ` , ' ~ • _ ~ ~ . ~ - . ~ DAILY OBSERYATICN DIAf3Z . - ~ • , , . ; ~ • ' . "oson PROJECT T1TLE ~nc) en~ets, ln~. . . . - ~ , ~ , ~ - - : • ~ FROJECE NO. ' .!DAY: OATE: "::J =.~Z WORK PERIQGi~.,',Z ~ TO .C~ ~ MJ~I.U.~-f-2 OV2:~GAOr ~ . ~ . WEAiHER TEMP. MAX F: MIN s°F: PRECIPITATION GiiOUND CONOITIONS . NUI418ER ANQ CLASS OF PERSONNEL EMPLOYED: , - ' • • , - . 2 ~ ~ . • . , ` MAJOR EQl7iPMENT ON PROJECT ~ ~ •Np,-'~,;.'~ . - • ~ : OESCRIPTIdN . StZE/CAPACITY ~ MRS. OPER. ~ . • i .tl' ' ~ ~ ` ^ I • 1 • I ~ ~.1.I'; r . . ~ ' ( ~ ~ . WORK~'ACCOMPLIS}iE0 TODAY: ~_~»'►'`J f~rA~-- AL _(~C~'~~~Y - • : - ~►5 ~ !~~.~.l~ Ttf~.~Lv~ r~.~ a2~~~s ~.~~►T rX~~i ~ -~r .~r ~ •~7"1~~ Lrv~~ ~ Q~_ _YT!~ ~T~l~g V i l2T(~.c►~C.C Y A.l.L eS~ 7f~~ ~/vA5 ~ x nif'y /t4gg~4--) 7'on ..X ~kg TO ZXP02 a2k gk~7" - ~.~~vr .FA Z ,f►6 7~0,~►~- ~ .5- i-4-nz ttVAAA k ~ ) . DRILY i78SERIlAT1OAI ,DIAR"( ~ ~ - r ~ • } ` _ , t, , 4 : ~ ' ~ r - • Y ` _ _ ` , ~ . f impson gnC`~ineers, PROJcC7 TiTLE MrDl~,~- PRaJEc-~ ta0. ~ {3A1': aATE: , waFIK PERiaa7'r.-> p. ra ~ ~ ~ ~7~RT~ YslElkT3-FEFf ~1.r~x'a'~~_!'EMP. AAA}C PRECZPITA7I1]H -A2CYUX___ - •.•_ddUM8Q CLA5: QF PERS[]NNEL £A3PLOYED: GR4UND G[3Na1TfON5 ~7.R1! - ':,.;3'. `M;' - i^,•;,, ' - _ - ' • , . - ~ : - ~ MAJOR ECIiJlPNFEN7 4N PR[]JECT ~ 'Ht❑. ' . , ' ` []ESCRIPT1(7N 51Z5ICAPACITY NRS. ClPER. ~ ' ~ • a ' ~ fi - 1'J ' ~ ~ - -L]f~ • ~ _ - ~ V~1Qf3K, ACCpiV1Ptl51iED Ti~DAY: . , = , - . , „ . ~ • ~ ~d1 `.'S►x'~__~QT ~:C".O.+a 'ty ti, ~~4~~~~~ r$~9~~1N!"~ "TI~_ e~E~ae~dye~J1~ ~•~s ~I~CG~T~ ~ x - ~ ~~~rl .4.x in ' ,4)!~7 •3 n ~ C~P ~~2 51T~+1~v~.~~~~~ ~ 44 j~ e2y~ ~ . Ti~d~AT !7~}.'"•~~j7~K,,,~ Uq//~E-_ r~ ~ ~kir- T~,~'- - . _ ~ - - - f S ? ~ ~ ~ ` ; . • DAILY O65ER11AT1C311f QIARpr, ' , 'a - - _ C~` ~f~L~lneer5, Inc. PRC?JEC7 T]TLE Wdn&p- PRO.IECT N0. . ' , - - • ~oaY: ~'.~~r~za4`r QArE: woRK Per~to~_?-~ ~~L~,'~✓, ra. Ta , WE}YTHER 1~05_TEMP. l4IAX °F:_ M[!IP .5a°F: PFiEcIPfYAT1ON Ak>~dgE~ ~ - •,-NC]MBER ANL1 CLA55-OF ?ERSONNEL EMALOYEI]: GAQUH[] CpHOITI(]NS _~R~ ~~-'_~'~~~~►ip!xiT~l arr` _ ` ° ~N~'~d•~ Y F, ~ '~TC3~ 44 ; - . ° • - +fnaJaR e ~ - , - I QCliPAAENT C711! PR[3.8ECT ~ , • - , Vvt7: " , : . ' ' ' dESCA IF71C.]N! ~ , , _ ; ; ' SizE1C,4AAC17Y I HRs. aPER. ~ Ls. ~ • ' , , , - ~ • Pry, .~'M1 ,~r ' ~ - ' - •f .~N.w' ~ _ ~ , . , 1p f N" = YhldFiit ''Ac C QINA! lS. }{Efl. TODAY; ~fVI~~ y~.dVL~ / I { ~ _ . ,s.lJ~1~~.~_~?'Z~ A~i~~~ Qe,,+1'7 ~k~sT eQ~- J I~~ ~7A ~AA 7 -2szT-A 1 *R>a.l Py JT - _ _.-T~~•~~lr~r r;- 1-lqV_AJ_. rWE"r 7"~{.4T .445r - ~~.ULZC~+U ~ a , _ 7' ~A~ f~r ~.4E~ ~l~.Jtl~/Llt'~ Nl4~~.~117 c~~r~ ■ 7AAA 16 0_1~ ).41.~r -'1'q~-C_W T*9 SL ,~~~7 9 = Ti►~~ `3' Ti►~~ . 7c~ 7M& 77c~Y_ 4A41r_ a - ~ : DA[LY ❑BSEF3VATlON'DlAR=je-\ 12, _ ~ . . • - : . . ' - • ' • ~ , ~ so~°lnf,f~ee~~ PRa.~ECT ~-r~.E M,n. • . ~ • ~ PRrJE'c-r N o. /'_ZtF -39' aaY: a~,r~: .~!7~Z woRK PeRIaa ~;rr ro°l: ~ , . }Af EA i i-kEFi -'rE141P. MAX _AILL'F: BAifU PREC=PlTAT1QN ~ ' , - • ' ' ~eJ~i'T _ . NUMSEF3 AltilE} CLA55 8F FEFiSi}f~NEL E:LfP~.OYED: GAOUNL~ GdNfllTlOtES • - 1 ~ ` • ~ 11~I~i~c~ - "~'!s^J~ , ; y _ . - , ' , - . " ~ - ' ~ : ~ • nnAaOR EQUIaMIEtuY Ot~ PRQaECT . ' . Na. aESCRiPrioN ~ siz=ieaPa,CITr I HRs_ oPeR. 6AJVZO_~ ~ . : , ' ' . 7'4_ . _ l I~~ •~.'4•-'"~'eit.~~f~~al`ii'.•a''-3}~.L' . - I ~ I ~ t rioR~~ AccOtiiiaLisHwY'eD ~ Taoav: I...JI-AJ',~,,~-„~ ~ .~l~ f.'•.~.+~G.~~ ` ~~.RIG w~+[.~~~c~~f,~s~i~~[7!~ ~C. i~~/ 76+L'e+' T . • - , ~ 7'~~_ T NE`r tMZ~p 77,1-1-2) Ia,,' A,~ TO ,4_55,1 ~ MfAL~ ~ - ~ ~ ~ ' ~ - _ . ~S' . ' , i y~~_.' " . ~ _ ' • . . . . , . , • . . - Y ~ . - ' ~ , _ • . • - ~ . . DaILv aBsERvAriON oIARI f ~ Impsoi1"l~ Pri~~~1~~~.~ PRo.~EcT ~°~LE : . ' PRoaECT Na. 17)5k~- ~ . 4[ •`L~ - ` ~ ' DAY: `P' QATE: S-'7Y-~ -~7 -2- WC1RK PER6OL7Z-;92D0 7~ ~_P W EAa3-kERTEMP. HlA3C °F: H1[f+7_-f-12a°r: PRECtPlTAi1C]H~-- •PdUMBER ,4A1Q CLA55 ❑~r F'EFlSOfViNEL Ei1APL~0YEi7: ~RD~NO C~QN~ITlC3~f5 - • , stii►.3C.~~.1i~ ~ - . _4. ' , • - - - _ h1AJ0R EQUIPMEM7 ON PfiOJECT I . . , 'Nq. ' DESCRIPTIQN ~ 56ZEdC,43PACI7Y ~ HFiS_ ❑PER. ~ '47M ~iAJh~~~s~r~ y- ~nAkfl ~ ~ " IU ~~r_ [.C ~07~~ ~ • ~ ' = ~ ~!~`r'','?~l.~' '~4~. !~?""r~22 f~~+~n~u.~.~~~.? ~ ~ I . ~ • , ' _-~r,., „Yv;:.e•.},:~ '`~a ~ YvoRic;;aCCaMiPLrSAE'DronAv: r~j"-r a~tT_ff .4 Z Mr-4:Z.ehAr& r-,J Aok~,~~. T~J~ yg~~IY 7-1°TG. ~ ~ ~Al l= bnn ba1b ~,~A!'] .~LL A~t.Jt7 E7It7~ ~ ArV►,kM / 7A 7r7 eL2~LV-4&A4 A~~y~,k )c7 1!:-S ~ Ar,F~i _Kn TP.A A1PX. #,ir . aL46G OIIJ .Jn <,1,4L~ . . Al,~ 5 F"~~r~~r7 7~~ Al; : ~ ~ , fllr: I)FUMLb Ae M ~i~~~ 7'1~~,~ Tr~~ e ~J ~ `~i ` .s~5-~; r - ry~ ~~~J'~T~' + ~`~is ~ ar.~.~. . ~;,La - •;i 1~~+>! fs'~> ef>A/ 15 ~ ~1 ~ FSY ~-r~~ ..47- ,4~ 7 ~P~~~~~~~ 4~~ ~,~{~G~ '~s~~~.~ C~ D`~ ~~U'~~~Y !_F.~'rJ,~`I~1~! F/,~rJ+~4~G ~l J-~1`*'~l l~~,~rl. ~ , '.~'~~~A•, l~~~ ~ S~ ~ • , . • ~.~°-`„11"~'~ i ~ ~4 • ; . , . , ~ ~ F - ~ . . . . 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' . : i , ..e , 'i - . ~ 1°`C~'{~11~.JE ~L~ r~' , ti'.i i , 1 . - ~ ~ ~ ' - - y ~ , , ~r~ - _ ~ ' • , . ~ , ° ~~ET _26-3~l~L~l , z ~.7-. 1. ,"~s ' ~ _ , " ' ~ - ~ • ~ . ' - ,:.:?~~`~~'+,2 • , ,'~,a~ ~ ; j - ' ',~;,i'~ " ~ ~ "w~ir-H€tl FtST'R F;: ADI±lINISTRAfiOR DRIVER 5~,l ~'t°,~ ~.~Ss~r i ~ " ~;l - - y J ' , .i k R' ~ _ - ~`3 ~ ~ 1 ~ ~4:*! ' ~„~F'a - _ r , - i V - x ~ ~ . ~ , r ~ • „ ~ G~lvr4 " e- ~ ~ • - '__A' _ ' - _ _ . a i ,v ' v' .~r~. . F. T . . . ~ --'Y`=T = F~'e1 ' ~ ' ° , - . ' ~ • ' ,A.".sF'HAL"F P€...AN-Kit~;~~.r~:~;~~_ ~ . • ` , y Sy'L rt~~ M1 ~~~~.:.~„S,4 '8 3 ~i'e""'^~~~' , ~ . , , , . } 1 ~ _ ' i ';~•~l,' i; • , . - , ' ' , . , , ' ' ~ , _ ' ; • , = ~ ' ~ TICKET ~ATEi 41Y'!E I^"T[i..lDiJ~1-+T P'7r'7l..1LEST! 1P[~3Pr S..i}~C1 r ~yry}-er~ 6.d1.3L.Y'iTpOly ke ~ .y.r-.... = ~ _ ' . ' 6 J _)5!'20/'0.2. ' 'PFHM~t PC3E,' ~~OHA~LT W,_..._._..q_.,_ , XA ; 12 - G3ASP-i I P~l~~'~}[~ C~LA'S~~-' 'AJ~,t ,~:P~;C ~w rf'~ . ~1-S~=H~1~.T F~L~]N`!` ~ • ~ 14 ;C;US'~OMER. 'OTY ~ ~ ~~~DUCT ~ ~E Am~~~~~~~~ P97~_ ' ~ , ~ .,;iw; , .1_.;.4:...,12 "#"N ~~"~...__.~.e.,:~.r.w.,,..,.__...~.w_..r..,..: _ w...,,,_.._.4....~.._._.~.....,_.~.....w~..,,_,. , ' . . W~SH~ ~GTON CLAS,.~`~ ' Af ;,~-'OE ASPHRL_7 PAVSNG 2NC. • . . _ _ t° lr-d e r N'a : ~ ~~03~ ~ r _ REIGHT ' , z[3NC; Toda y. 14, =3~[ - , '1"A7(AALE _ a C3. - ' ' , • ~ • aL:~L~:a .a€:~~.~ 1 ~.....---~~T~~, P i []LIND,-~a, TClhlS . - , C=dETR;iC 11101I-OW. EA;~.~°{" -3rd ~l~bD; _......_~.A_......~.,.~...~_a_ ~ ~..~.,.w,. ~ ~ ; _ u ' • ~ . ' ~ ~ , . ' , ~ ~ ~ -L31~CM1.lw.7x~. ' 55560' 2 1«:79 ARE 6 7~ 12. 4 0* NET p8+r4o 14w 1i~ ~ 1i~'. Mar~ taa1' Weigh't , WEIGHM~STEReADlti'i:i N? STRATOR TJRI VFR ~ " RsPHAL'1' DLprrr Pfl5TFALL_S, I D 8385A - . ~ . . T I CKET 19698 OATE/TIME: PRbDUCT HAIJi_ER/TRUCK LOCATION 5/cQi/02 Pf=1-iM4 1 PUE ASPHALT 1 8. 26 WASH INGT'ON . CLf1SS A/N, SPF_C 43 ' ASPHALT F'LAlU7 ;USl'UMER -G!T`l IJN1T fO'RUDUC'T • ,~wRXGF- An'i0UN7 ~..~,r.... . . ~~._._.-..~~.r...........~~.....~..-.~..~.~- , 4• 1597 1 3. 47 TON WASM i IVGTON CLAaS A/ ' • ' `t7E ASPt IALT C'AVI PaG I NC. k ' r~zx y1. irder No: 95032 FFZEIGHT . ~ Laads 1'oday ; 62 ZONE ty. Taday: 937.71. ' TAX TAXABLE _ P. CJ. SCAt_E : Fca 1 e 1 7074L. . -,,,.r._......~~.~..r.~..~...~......~.~..r.._......~.~~.~.~...~~'°^ , , ' . POUNDS ' :',TUNS, ~IYiETR T C ' 'MT I? I L.ClME' EA~.~l" SrYd ADD ' , . . . • ~ cRASS 53E40 26.82 ' 2 4.33 , • - I, - , ARE 26700* 13.35* 12.11* ' - -.ET 26940 13.47 12.22 f•-. tNanLtal Weight WEI-GHfi4AS,':~1~,ADr~tINISTRATOR DRIVER ~i; ~~Y• . ~ ~ . ~ ~ f, '4 'M Tw n ~ l~C~~a.~c~e~~1~~~~~ " ^ ~ ASPHALT Pl.fiiN"f . POSTFAI..L.S, I D 63854 . ~ TICKET 29697 ATElT.[ME FRCtDUCT HAULER/TRUCK ~ LOL'ATIOV - --------____.__________________-____--------_w_____-_-__----------------------.-_-_ -5/20/02 GFHM4 1 P0E ASPHALT 1 7:26 ~ WASHINC-;TQPJ CLASS AfB aGEC 23Pl_ ASPHALT PLAh!"f ~rl.tSi Othk~'ft i,'T~' Ul~IIT 1=~l~QDUC'T' . laF~'IG: F~MQUNT , 1597 ' ~ ; ~ • ' 1.5. 89 Tf7N WA SHI:RIGl"CJN GLASS Af • . ROE f-15P1-lAI.,.T PP.V T idG I NG. MIX - rdPr Noa 93032 FREIVHT -.oads 7oday : _61 ZONE nty. 7nday w 944. 24 'fAX TAXABLE • _.-----7 . , ~ SCALF : Sca1 e I 70TAI_ Tla-.__. M~.'fR;~C hiYPl_qhlk r k.A~r - 3r^d ADDo POUhl I:Jt'l1.JZ7J 734~60 46. 623 42. .:l0 . ~ p~E 61480 30o 74 27.89 iVET 31780 15.89 14.42 " WEIGHh1ASTER: ADMINIS7RATCIR DRIVER MAY 21 2002 10:25RM BUDINGER RMD RSSOCIRTES I 5095355589 p.i . ~ ~ M~.sdtlame East 3rd Additinn Phasc N Project Numher iV302029 Spnl:sne, WA CLASS "A"AC'P r.ABOxArvRYsrrMMARY uNt-rs 1.,ABQRATOFt`T NUM,BER 07-032S SAMPLE M]MBER 1 A - SAMPLED BY B&A SAMPLE 7'YPE Bu14c I]ATE REGENED 5120102 SPEC ASFHALT CON7'ENT % 50 THEORETICRL M1#X'1MlJM UENSE'I'Y pcf 1521 S 314" 100 i OU I 1!2" % 90-10(] 99 ' E 3!8" P 75-90 8s ►J 114" A - 64 E #4 S 46-66 52 410 S 30-42 29 S flb i - 22 ! #34 N - 17 Z #40 G 11-24 13 TE #100 - , ~ #200 3.0-7Q 6.3 - Post-ir F3x N4te 7671 To ~ Fram l CaJRept~ ~ C❑ v~ rC Phone # ~ Phone # FaK N L'~i '~-tG " ~ }LZ} ~Fax # budinger & associates, inc. geotechnical & materiai engineers MFlY-21-2022 19 = 36 5095359589 95% P. 01 Page Y of 1 Chuck Simpsorn From: "Stronks, Randy" <RStronks a,?spakanecaunfy.org' To: "Chuck Simpson (E-mail)" <chuck@simpsonengineers.cam, Gc: "Fiahrrsan, John" CJHahman@spokanecaunty org> Sent: Friday, July 12, 2002 1.50 PM Attach: Rorr's penalty an Poe 1.xls; Ron`s penalty on Pae.xls - 5ubaect: Midiiome East 3rsi Asphaft Penaity Chuck, Ai-tached is tie asphalt penalt}r calculated by the Co-unty Material Lab, The total amaunt is $3,159 00. The iast calculations where 1at 1 is Woodlarvn,lot 2 is 36th and lot 3 is McDonald is based vn the 2 in. thickness af each raad az3d the second calcnlatians is the remaining 1 112 in. for Woodlawm for the total of thiclnes~ of 3 X 12 in. The penalty vaas based on Budinger's field and lab test you pravided. The check is to be made out to "Spvkane Caunty Treasurer" and sent tv the County Engineer Rvss Kelly. Should ycru hava ariy questions let me know. Randy 5tronks <<Ron's penalty on Poe l.xls>> C<Ron's penalty on Poe.xls>> 7ri2/2aaz ASPHALT PENALTY WC)RKSHEET PR[3JECT N►4ME & NUMBER: Idvlidilame East 3rd Add PRIME +CONTRACT[7RIDIEVELC3F'ER: I5impson Engineers F'AVING CC3NTRACTI]R FDR JC?B: I Pae Asphalt - a►4TE OF ►45PHALT PLACEMENT: 15/20- 5/21 "CLASS" OF ASPHALT fVliX PLACED: Acp"A" PLANNEO DERTH OF fVliX FC)R JC]B. 2 BID TAB PFtICE OF ACP ($1Y[]'): 1$3.95 PEEtCENT OIL IN MCX DESIGN. 15,00% UNIT C[]ST OF ASPHALT C]IL: 1$183.35 LC7T # IfiONS I RICE pcf RICE ~ TONSlYD3 I $1TC7N ~°fo Pen~lty ICOREO (YIN) I Penafty 1 1 313 152.8 I 90.5 1.87 $38.09 ~ a T I r, I$905 15 2 313 ~ 152.8 ~ 90.5 ~ 1.87 ~$38.[]9 {D.1 $90515 3 313 I 152.e ~ 91 fi I' 1.88 I$3784 I 0.05 I I$448.65 f I I I I I ~ ~ - I 1 I I I I ~ I ~ I I I I I I I ~ I I I . E I I I I I SLIB TC3TAL ASPHALT RENALTY $2,258.94 GaRENG CHARGES: d CORES @ $75 PER CQRE $0.00 'TOTAL PENALTY $2,258-94 ASPHALT PENALTY WORKSHEET PROJECT NAME & NUMBER: I Midilome East 3rd Add. PRIME CONTRACTOR/DEVELOPER: ~Simpson Engineers PAVING CONTRACTOR FOR JOB: I Poe Asphalt DATE OF ASPHALT PLACEMENT: 15/20 - 5/21 "CLASS" OF ASPHALT MIX PLACED: lAcp "q" PLANNED DEPTH OF MIX FOR JOB: 11 1/2 BID TAB PRICE OF ACP ($/YD2): I$2.95 PERCENT OIL IN MIX DESIGN: 15.00% . UNIT COST OF ASPHALT OIL: 1$183.35 LOT # ITONS I RICE pcf I % RICE I TONS/YD3 I $/TON I % Penalty I CORED (Y/N) I Penalty ~ 1 1 313 1 152.8 1 90.5 1 1.87 1 $37.93 1 0.1 1 n 1 $900.12 I I I I I I I I I I I I I I I I I I I I I I ~ I I I I I I I I I I I I I I I~ I I I I I I I I I I I I I I I I I I I SUB TOTAL ASPHALT PENALTY $900.12 CORING CHARGES: 0 CORES @$75 PER CORE $0.00 TOTAL PENALTY $900.12 ~ impson Engineers, Inc. C1VIL ENGINEERS AAlD LAND SURVEYaRS N. 909 Arganne Rvad - Spvkane, WA 99212 (509) 926-1322 • Fax: 926-1323 TO: SUBJ ECT: ~ c~ ~ ~ ~ ~ ~ ~ t ~ ~ 1~ I-~r~ < . ~ a F~ 0 4- r 0 ~ DATE: r~n J r 4 j ~ P°+" tJ~ r` ~C~ 4~ A. !•l ~ r•. ~ r~ i.~ r~ G r~.-. 4 f r~ r~ n~ 1 1~ ~ C7 1.J ✓7 m ~Y`ra vt C in~ i I 7 ! i~ t'f f-' r-+ i'1 ~ G S .q 'L` T::Zl (~5.~ 12 40 ~J 1 J J L-ti , V'~ n Y'rr r . (rR ~1,11_ a°7 d Cf F~ {'1 4 r, l~ f d'1 ~ t{, C~-~ S 1 NY~ C 4~~~ ~ pC~ C9 Y1 ~d~ T'? C7 x l~~ (T - Ya C+ (4~ Yt S 1 ~ ~CJ i4 -5 f v: ~ 1 t S. f✓~ ~ 4'9 ! • 7~ i C 4w ~ '4 L ~f~! ~ i~ Js~F1 ~ i Yl~ M~ C1 ~ 1 ~ . ~ rx rs, _ r-~ t~ r~ ~ ~ 1 ~ r~ P Q ~ l~yn ~ ~ ~ f ~ ~ ~ •r r'~ f"~ r_ {/1 ~ ~w S ~ 5 [ ~ ! Cl --~i J 61 WNIC t-0 s. i~= r 14' f.r J G C 4-kr>- A lf, e--i A I A T~r . f`i ~ de r^ ~ r +00 IC_ ~ ccs k'P- t A !'F J 6, n. 7 1. 3- 4~ c S~ 3r~ [ t ra_ ~L~ G~ ~ G~ G~ Z W~~1 f C t e-~ f' ~ P_ C_ . C7 ~ C~l i v..:~,. { l fJ C~S ~ f 4~rl + Y~ t. i.1 , d 41r, r' r14 h-& E' 4,i r~rY" !.l f1 £t r^ i`l ~r r"~ ~ fIl l' !1 i ) Ci Y--C" C: fr CA t' rr1 4'. 9 ~ i -Pj~ Y- e. TA f ~ r . ~ a a ~4- i r r-, t A a C. 9 lrvi -je- L] AA~ ~t. S C r, ~ r ~ i~ A~~ i 1 ~C r i • / r, SigRed G. MAY 28 2002 3:56PM EUDINGER RND RSSOCIRTES I 5UHh3bU5US p.4 Midilome East 3rd Addiiion Phast [V Prtsject IVumher NI02029 Spol;ane, WA CLASS "A"ACP LAv6fJ".lZA TORY STTII+iMARY UNlTS L.ABORATOR,Y NUMf3ER 02-0328 SANfPLE NLIMBER l A SAMPLED BY BrYcA SAMPLE TYPE Bulk C3ATE RECEIVED 5f20l02 SPEC ASPHA1.T CC3h1TENT % 5.0 1'l-ZEDRETICAL MA3CMUM DEN5IT1`° pef 152.8 5 314" lOQ 100 I 1 12" °I 90-700 99 E 3X" i' 75-90 88 V l14" A - 64 E 44 5 46-fi6 52 # 1 0 5 317-42 29 S #16 t - 22 [ #34 iJ - 17 Z #44 G 11-24 13 E #laD - 8 #200 3.0-7.0 6.3 budinger & assvciates, IRC. geotechnical & mater al engineers MRY-28-2882 16:07 5095359589 96i: P. 04 MPY 28 2002 3:SGPM SUDINGER AMD RSSOCIRTES I 5095355599 p-2 3820 E. Broadway Spokane, Washington 99202 - budinger & associates, inc. Y ,Q-g + gevtechnical & material engineers Chuck Simpson May 26, 2402 $impson Engineering 9C9 Norkh Arganae 5gafcane, WA 99212 Pro}ect Number M42424 PRC}lECT; Mid'alrkma Easr 3`d Addition - Fhase 4 5pokane, WA 5i7S7ECT. Results ofFreld arsd Laboratvry Testing Repart #7 May 20 thraugh 21, 2002 ' At yaur request, we are providing field and latsocatary testing serviees far the subjeck praject. (hu' sen'iae.s were Iimrfed to fhe testmg of speccftc consiructian components, selected at yaur discretion For this perind our invv€vement has been [imrted ta labDraiflry testing a£ I samplc collected by+ us on May 24, 2002 and campaction tesiing of asphalc ooncsete pa<<ernent. Resu1ts were verbally reported in rhe field to the eontraetar. The fvllorvtng lahcx'atocy Wsts were scanducted in general acaardauce wtth the methads ]istad. 1. Theearetirml i1+[aximtam "fiice" Uensity AA5HTd T-2a9 2. (7i1 Conten~ [gnition AA5HT[] T-308 3. MerhanicaI An@lysis crf Extrected Aggregatc AASH'1°'O T-30 Fie]d densities were determirsed at random Focations available far tesking durcng aux site visits aooording fa Nuclear Mdhads (ASTM D-2950). We believe #he results are representative atthe Iift exposed in the immediate area of aur t,est during our siLe visit. Results shvuld nvt be considered representaiive of oampactivn of other areas, Iifts, ar fills, if any Labaratary results are presented on the attaehed Laborarory Surnmary Compachvn results are presented un the attat,Hed Results a,fComprrctran Tesrs farm. Our daily actiNities exe summariz,ed in the fnllawLng paragraphs: Monday, May 20, 2002 Technician: kay F'esrsan Weaeher: Cloudy, 54° 6 hrs partaf to portaU48 miles mohilization - CLASS "A°" ASPHALT CQMPAC7IQN The contractor placcd and campacted alass "A" asphalt on i 5''` Avenue, McL7anald 5traet, and 32 "d Avenue. Tests wcrc ovrGducted at grade vn the 2" thirk course with results irrdscating campaction rangLng froo3 SE°-lo t€a g3°r'n, mectang ar below ihe specifed minimum (42°i`o) F.G. Budinger PE Stephen D, Burchett PE (509) 535-8&41 John E. Finneg8n PE FA][ (509) 535-9589 5cott L. Walters MRY-29-2002 16:0? 5095359509 95% P.02 M9Y 28 2002 3:56PM BUDTNGER RND FSS❑CIATES I 5095359589 P-J Midilame East 3'd Addition Phase 4 Project Number M{}2029 Sppkane, WA May 28, 2002 Repod #7 , Tuesday, May 23, 2002 Tehnician: Ray Pearsvn Weather: Cloudy, 55° 3 hr m'snimuin124 tniles tnobdixaban CLASS "A„ ASFHALT COMPACTION - T"he contractar piaced and camparxed twa liBs af class "A''asphalt on Woodlawn Drive for a tota1 af 3'/2" of depth. Tests were conduded at grade an the 3'/x" thick course Resu]ts indicate cvmpaction ranging frosrn 87°/o to 94%, meetmg ar below the speeified miniununi (92%). Tc has been a pleasu,te to be of sesvice t,o yw an this prnJect. Shauld yvu have any questtQns, regarding this repart, please caI] RespecrFully Submitted. BUDPNG & ABSOC "TES, xT+lG. _ J. ters S f 11 Mgr. onstruction 5ervices SLWJgc Ad~ressea- 2 - - bUdlnger & aS$OClates, 9 nc. geotechnicaP & rnaterial engineers hiAY-2B-2002 16•07 5095359509 95% P.93 3820 E. Broaefway Spokane, Washington 99202 budinger & associa#es, inc. geotechnical & material engiraeers Chuck 5impsan April 30, 2002 Simpsvn Engineering 9{]9 Narth ArQanne . Spakane, WA99212 Invoica Number M02029-3 Project: Midilome F-ast 3rd Addition - Phase 4 5pokane, WA IWOI+CE DESCRIP'IT[)N Qi1ANTi'rY LiMT PRICE T[3TAT.S FEELU TesT Comgactian 3 hrs 38.00 $l I4.[14 Records Keeping for Nuclear Densameier 1 days 25.00 $25.00 Mohiaization 24 rni 4.35 $8.40 OFFICE iiepart Preparation & Reaiew 0.5 hr 48.00 $24.00 TQTAL THjS TNV()TCE $171.40 7'ERMS. BALANCE DUE 4JPQN PLECE[PT t)F (NVOECE. A MONTHI,Y SERVICF, C!-{AFtGE DF 1 U°fo WII.L HE AQDEa T011CCd][.fNTS NQT PAID VV'STl-9rN 30 DAYS OF 1NVdICE DATE THAidK YOCIf TAX !.D # 9 6-1 684799 F.C. Budinger PE Stephen D. 13urchett PE {509} 535-8$41 Jahn E. Finnegen PE FA7C (549) 535-9589 5cott L. Waiters i 3820 E. Broadway Spokane, Washington 99202 budinger & associates, inc. geotechnical & material engineers ~ Chuck Simpson May 28, 2002 . Simpson Engineering 909 North Argonne Spokane, WA 99212 Project Number M02029 PROJECT: Midilome East 3`d Addition - Phase 4 Spokane, WA SUBJECT: Results of Field and Laboratory Testing Report #7 May 20 through 21, 2002 At yow request, we are providing field and laboratory testing services for the subject project. Ow services were limited to the testing of specific construction components, selected at your discretion. For this period our involvement has been limited to laboratory testing of 1 sample collected by us on May 20, 2002 and compaction testing of asphalt concrete pavement. Results were verbally reported in the field to the contractor. The following laboratory tests were conducted in general accordance with the methods listed: 1. Theoretical Maximum "Rice" Density AASHTO T-209 2. Oil Content, Ignition AASHTO T-308 3. Mechanical Analysis of Extracted Aggregate AASHTO T-30 Field densities were determined at random locations available for testing during our site visits according to Nuclear Methods (ASTM D-2950). We believe the results are representative of the lift exposed in the immediate area of our test during our site visit. Results should not be considered representative of compaction of other azeas, lifts, or fills, if any. Laboratory results are presented on the attached Laboratory Summary. Compaction results aze presented on the attached Results of Compaction Tests form. Our daily activities are summarized in the following paragraphs: Monday, May 20, 2002 Technician: Ray Pearson Weather: Cloudy, 50° 6 hrs portal to portaU48 miles mobilization CLASS "A" ASPHALT COMPACTION The contractor placed and compacted class "A" asphalt on-45'" Avenue, McDonald Street, and 319!tAvenue. - Tests were conducted at grade on the 2" thick course with results indicating compaction ranging from 86% to 93%, meeting or below the specified minimum (92%). F.C. Budinger PE Stephen D. Burchett PE (509) 535-8841 John E. Finnegan PE FAX (509) 535-9589 Scott L. Walters Midilome East 3`d Addition - Phase 4 Project Number M02029 Spokane, WA May 28, 2002 Report f#7 Tuesday, May 21, 2002 Technician: Ray Pearson Weather: Cloudy, 55° 3 hr minimum/24 miles mobilization CLASS "A" ASPHALT COMPACTION The contractor placed and compacted two lifts of class "A" asphalt on Woodlawn Drive for a total of 3%z" of depth. Tests were conducted at grade on the 3%2" thick course. Results indicate compaction ranging from 87% to 94%, meeting or below the specified minimum (92%). It has been a pleasure to be of service to you on this project. Should you have any questions, regarding this report, please call. Respectfully Submitted, BUDING & ASSOC TES, INC. SV~L. flters ' Mik,Construction Services SLW/gc Addressee - 2 budinger & associates, inc. geotechnical & material engineers Midilomc East 3rd Additiun Phase IV Projcct Numbcr M02029 • Spokane. WA CLASS "A "ACP LABORATORYSUMMARY UNITS LABORATORY NUMBER 02-0328 SAMPLE NUMBER lA SAMPLED BY B&A SAMPLE TYPE Bulk DATE RECEIVED 5/20/02 SPEC ASPHALT CONTENT % 5.0 THEORETICAL MA3QMUM DENSITY pcf 152.8 S 3/4" 100 100 I 1/2" % 90-100 99 E 3/8" P 75-90 88 V 1 /4" A - 64 E #4 S 46-66 52 # 10 S 30-42 29 S #16 I - 22 I #30 N - 17 Z #40 G 11-24 13 E #100 - 8 #200 3.0-7.0 6.3 budinger & associates, inc. geotechnical & material engineers Midslome C.ast 3rd Additian Results of Asphalt Projes.-t Num6er Ivt02029 Phase IV CUrrrpac'trc7n Te.s'ting Spokane. WA "t'EST 'I'I-I1CK ❑EY51T'Y (pco IIYDICr1TEiJ TEST # Dr"ITF, LUCATI[]N l7EPTEl FILL Ff ELD MAKIVlLftN1 COA'iPriCl'IQIY SPEC 35TH AVEN(JE ASPHALT - , l 5120142 STA I}25, N side 0 2 1383 152 8 91 4'! 2 " STA 1+50, 5 side 0 2 14I 5 1528 93 92 MCD0i+fALD STE2EET A5PH.4LT 3 ° STA 42+75, W s¢de 0 2 1403 2 52 8 92 92 - d " STA 41+50, W side 0 2 1403 1528 92 92 5 " STA 34-1-75, E sade 0 2 1367 152 8 90 92 fi " STA 38+54, W s:de U 2 1348 1528 88 92 7 " STA37+75, E side 0 2 1314 1528 86 42 35TH AVENUE ASAHALT S " STA 9+75, id s¢de 0 2 135.2 152.8 89 92 9 " STA 8+75, S sidc 0 2 I34.G 1528 89 92 10 " STA 7+25, S side 0 2 1390 1528 91 92 11 " STA 6f75, dV sade 0 ' 2 1391 152.8 91 92 ~ 12 " 5 TA 5}70, S side Q 2 1423 1528 93 92 WQOIJLAWt+I DRNE ASPfiALT 13 5r23102 STA4p+10, W side 4 3T/," 1412 152 8 94 92 14 " STA 39+20, oenter a 3'/~° 1388 1528 91 92 15 " STA 38+30, E side 0 3'h" 1368 1528 90 92 lb " STA 37+60,W sxde fl 3Y2' 1400 152 8 92 92 17 " STA 16r94, cersier 0 31121' 133 fr 152 8 87 92 18 " STA 36+10, E side a 3'/~" 136.4 1328 89 92 19 " STA 35+74,'sV side p 3%s" 1395 152.8 91 92 20 " 5TA25+34, center 0 3~4" 1324 152 8 87 92 21 " STA 35i-00, E side 0 3th" 1368 1528 90 92 budinger & assnciates, inc. geatechnical & material engineers 3820 E. Broadway 5pakane, ►JVashington 99202 bUdinger & a~sociates, inC. geotechnical & material engineers , Chuck Sirnpson Iune 6, 2002 5impson Engincering 409 North ,4rgonne 5pokane, WA 99212 Project Number M02029 FR[7JECT: Midilome East 3`d Addition - Phase 4 Spofcane, WA SIJB1:.,CT: :4esv.9ts of Den;ity I'asc1ng of P,rn h* Co..crc-ie r a jement Report48 May 20 through Jurte 5, 2042 At your request, we have provided field and 9abvratary testing serv'sces during construction of the subject project. For this pesicd, our inVOluement was limited co sampling, labarafory testing, and fieId density testing of asphalt cancrete pavement. This report specifically atldresses the results of density tests. []ur engineering technician, Ray Peat'snn, was 4n-site during gaving (May 20, 2002) and also the day following paving (IvTay 21, 2002) canducting field density testing on the completed mat. C)n #hose two days, 15 of tt►e 21 tests Conducteai }+ielded resuIts utdicating cvmpactian te]ow the minimt,un percentage specified by S(][3fCari2 COL1Fll]~ (92°Ira). During paviarg a representative of A11 Wesc Tesiing was aIso on-site condraciing nuclear densiry tests. We understand that All West had been hired byr the pawirfg contractas to ctsnduct quality cetintroi testing I)uring = that day, our enginaer7ng technician and A!1 West's teehnician eonducted severai tests ai the same Iasations, as is comman to attempc to determine minDr differences betdveen testing deV:ces. SeVerai of the comparafii►+e tests taken yielded failing results on both machmes which appearecl ta be reading sirnilariy, A hand written capy ofAll Wesk's cvtnpaction tesfi report was provided to us byyou via far.simile an May 30, . 2002. The repvrt appesrs ta indicate that 25 of 26 tests eonducted by AlE West Testing met or exceeded the specified minimum (42%). Mr. Pearsvn discussed our test resuits with tHe paving contractors 'Faremanlsuperintendent deiring paving and on the day following pauing when the Fureman r+isited the site. LJuring these cvnVersatipns, the - foreman indicated that he dvas aware of the failing results and that their test results were sima[ar. In an ef'fart to Verify the accuracy o#'our fiests, we retumed ta the siie on May 31, 20[}2. At this time, the prvject paVement was separated into 3 individual test lots based on tonnage. F'rve randamly located tests were cc+nducted irr each lai. Each test consisted of 2 measurements, one at the original gauge positi6n and anather vriented 90° from ihe originaE gauge positiQn Tests were focated on a random, mathematical basis with care taken to aVOid locations within 1' of paaingjainis These tests iasdicated resul[s simi4ar to original tests, rvith many individual measure+nents and ali three lat aaerages indicating cesmpactian beiow the specified eriinirraum (42°/n). FC. Budinger PE 5tephen D. Bureh, (5419) 535-8841 John E. Finnegan FAX (509) 535•9589 Scatt L. Walters Midilome Easf 3"' Additjan - Phase 4 Prvject Num6er M02029 Spokane, WA June f, 2002 Repart #S We returned to the site again on June 5, 2042 to calCect cores for determinrng acarrection Facicrr for nuclear densiry resulks. Seuerai cores were collected ad Iocations where nuclear density tests were conducteci. The buik speciFie gravitylbulk density of the cares was determined in our labaratary and compared to the results of nuclear density tests. The results of that comparisvn yielded a correction factor to be applied tv nuclear , density tes3s of 1.007. Corrected nuclear density tests were obtained by multiplying original dens'sties by the ccarrectian fac:tor resulting in a derasity increased hy 0.7°/0, ta,gain, many individual results and tlhe results of all 3 lots indicate comgaction below the specitied minimum (92°!a)- Results of all of the density tests conducted m the fieid are presented an the attached R'esudts of Cramprctfan _ Tesiing forms. Al! of the results presented have been increased using the correciion factor described abor+e. It has been a pleaswe tp be of serviee to you on this preject. ShauId yau have any guestirjns, regarding this report, please calI. Resp ctfully Su6mitted,, B R & ASS S, TNNC. y r ~ S 81 M . COnStTE.tCt1Qri SQPV1Ce.S 51.WIgc Addres= - 2 budinger & assaclates, Inc. geotechnical & material engineers I Ntidilunie East 3rd Ac4ditson Rest11t5 Df ASplIRIt Pro~ecf Num6er 1N42019 Phase I'G Caonp~rrtian Testing 5gaka[ie, WA TEST 'EH1CI{ I]CNSITY (pcf) 1ND3CA'I'ED TEST q LTA,TE L.DCATIQN 1)EPTH FIE,L FIELO, NUCGEAR Cf]R➢i. FACT[7R CURR, FiELI) MAlCIA1Llhi [:C1A'!P.0/6) 5FEC RE"FE9T5 . l-l 5131I02 ►h+oodla►vn, 5TA 34f61, 14'ftt. 0 35 131.2 1,007 132,1 1528 86S 42 1•3 " WDodlawn, 57'A 36+84, 3]`Rt. 0 35 135.6 1.007 136.5 152 8 894 92 1-3 " Waodlawn, STA 37+33, 6' Rt. a 35 1372 1.407 138.2 152 8 i 904 92 14 " Woodlawn, STA 38+18, 22' Rt 0 35 14165 I 907 1426 152 8 93.4 12 1-5 " Woodlawn, 5TA 39+55, 8' Rc 0 3 5 141.15 1.047 142 t 1528 93 0 92 AMg. LQi 1 1393 152.8 905 42 2_1 5131102 36th, 5TA 5+5 5, 20' Itt Q 2 1391 1.607 140.1 1528 91 7 92 2-2 " 36th, STA 7+47, 12' Rt Q 2 144.45 I007 1414 1528 92,6 92 2-3 " 36th, STA 8+39, 14' Rt 0 2 134.9 1 007 135 8 1528 889 92 24 " 36th, STA 9+52, 10" Rt. G 2 134 15 1 QOT 135 1 152 8 884 92 2-5 " 36th, ST,+1 10+73, 14' Rt D 2 13765 l 007 138.6 1528 907 ' 32 Arg. l.at 2 1382 1528 905 92 3•1 5131102 McLDonald,5TA38+40,131 Rt tk 2 129.7 1.007 1306 9528 855 92 3-2 " McDanald, $TA 40+94, 29' Rt D 2 138.2 l.007 1392 152.8 911 92 3-3 " N3r.Dtrnald, STA 41+56. b' Rt U 2 142.55 1 007 143.5 1528 939 92 34 McDnne3d, 5TA42+55, 2 !'R6 Q 2 1408 1.007 1418 152.8 928 92 3-5 " 35th, 8' R! 0 2 14015 1 007 141.1 152.8 924 92 Avg. I.at 3 139.2 152.$ 91 1 92 i Nl€dilame EasQ 3rd Additton Results of f1s Itu1t Phase IY f'rrsject iVwiiber A~fOZQ2~} iCam~~c~orr T~sNng SpuF.$rse, 41'A lcc). TE$T `a`!{ICyK DENSrTl' (Pef) 1iYf)ICA7°ED TESTIt 1)ATE LflCATI{][V T7EP1'H F'fLL FIELI}, NUCI,Ee1It CO1ZR. FAC'I'ClR IC()MFIELD h'fA\fhICIi41 Ci7NaP.(%) ~ SPEC 1NITIAL I`E$T5 • 35TH AVEIVUE ASPiiALT ~ r~,~{ S- u ~ 1 5120102 STA 1+25, N side U 2 139.3 1 0{]7 1393 152.8 41 1 92 ~ 7 " STA 1+5[3, S s[de p 2 141.5 1 007 142.5 1528 93 3 92 .s ~ MCDONALT) 57'REET ASPHAI.T 3 " 5"P'A 42+75, W 5ir1e ~ 0 2 1443 1007 141.3 1528 925 92 4 " 5TA 4 t+50, W sade 0 2 1403 1,007 1413 1528 93 S 92 5 " 5'FA 39+75, E side D 2 136.7 1.007 137.7 1528 901 92 6 5`FA 3$+30, W srde 0 2 134.8 1.007 135.7 1528 88 8 92 7 " S TA 3 7+7 5, E sid e 4 2 1314 1 .4)07 1323 1528 86.6 92 Avg. McL7onald1351h 138.6 152.8 9Q.7 92 36T}-[ AVENiIE ASPHALT 8 STA 9+75, N side 0 2 1352 1.007 1363 1528 89 1 92 9 " 5TA 8+75, 5 side 0 2 135.0 1.00 1370 1528 896 92 10 " 5TA 7+25, 5 side 0 2 1390 1007 140.0 1518 916 92 I i i " 5TA 6+75, N side 6 2 139.1 1007 1E10.1 152 8 91 7 92 12 5TA 3+70, S Side 0 2 1423 i 007 143.3 152 8 93 8 92 -5~ Avg. 36th 139.29 152 8 912 92 WOO[7LAW'7d DRIVE ASPE3Ai.T 13 31211412 5TA 4(}+10, W side 0 3'f:" 143,2 1,007 144.2 1528 944 92 14 " 5TA31+20, oenter D ]'/2" 138.8 1 007 1398 1528 91 5 92 15 " STA 38+36, E side 0 3'/~" 136.8 1.007 1378 1528 902 92 16 ° 5'f'A 37+60,W Side 0 3'r4" 140.0 I 067 ➢41 0 1528 923 92 17 " S"PA 36+90, ontes 0 3'/x" 1336 1.067 134.5 1528 880 42 18 " 5TA 36+10. E side 0 3'J~" 135.4 ] 007 1374 1528 899 92 19 " 5T'A35+70, W side U 3'h" 139.5 1.007 1405 1528 919 92 20 " STR 25+34, center U 3'la" 133.4 10[17 1343 1528 879 92 21 " 5TA 35+00, E side U 3% ' 136.8 I 007 137 B 152 8 ' 902 92 Aag. Waadls+wn 13$.57 152.8 907 92 3820 rz. Broa[fway Spakane, Vlfashington 99202 budinger & as~sociates, inc. 0 1 geotechnical & material engineers , Chuek 5impson May ?Q, 2402 Simpsan Engineering 409 Narth ArgQSine Spokane, WA 99212 Prnject Numleer Nf02029 FROJECT: Midilome East 3"' Addition -Phase 4 Spokane, WA - SUB3ECT: Resutts of Field and Laboratory Testing Regart #6 May 15, 20{]2 At your request, we are provitting fie1cE and laboratory testing services far the subjeGt project. Qur setvices were Iimited io fihe testing of specific constructian comporaents, selected at your discretiorr,. For this pericxi our involvement has keen limited to lakoratory testing of I sample ooiiecked by us on May 15, 2002 and conpaction testing of top caurse. Results rvere ►+erbally ieporred in the fieEd to the contractar. 7'he Following laboratory test was conducied in general accordance with the method listed. 1. Modified Proctar AASHTCJ T-18[1 Field densrties were determined sfi random locations availahle for testTng during our site visits according to Nuclear Methods (A5'FM D-2922). We ielieve the results are regresentatir+e of the lift eacpcsed in the unmediate area vfaur test during our site Visit. Results shauld not te considered representative of compactian afcscher areas, lifts, or fills, if anY- Laboratory results are presented nn the attached Lrrbarcrdory Sumrrrary. Compactian results are presenteai an the attached I:esudts of Compaction Tests Form. Clur daily acti►+ities are 5umtnarixed in the fallowing paragraph: VVednesday, A+Iay 15, 2002 Tecttnician: Ray Pearsan Weather: 3 hr ntinimuml24 miles mobilizatian STREET TC?P COL1R5E COMPACTION The contractor placad and corrspacted top course on 36 `h Avenue, Woodlawn Urive, and McDanald Street. Tests were conducfeti at grade on the fr" iift with resulfis 'sndicating campaction ranging from 96°la to 1 Qt3%, exceeding ihe specified miniinwn (95%). It has Eeer, a pieasure ro be of service to yau on lhis project. 5hauld you have any questinns, regarding this ~ report, please call. Respectfi.ally Suksmittet€, , 8llC] "N F~ 8c ASSOCI fNC Sc tt a rs M onsfructian Services 5LWlgc Addres.SCe - 2 FC. Budinger PE Stephen D. Burchett PE (509) 535-8841 Jahn E. Finnegan PlE FAX (509) 535=9589 Scot4 L. Walters Midilame 6ast 3rd Addit'aon - Phase 4 PrajectrNumber M02029 Spokane. WA PRC7CTUB IABDRAT[7R ~ SUMMA.RY i.FN1T~ LAB{3RATDEtY NLIMBER 02-0453 02-0303 Sr41V'JPLE NUM8ER 1 ? S,4MPL.EQ Bl' B&A B&A SAMMPLE TYPE Buik Bulk pATE RECEIVELI 2111f02 5115I02 SAWLE DESCRFPTIQN Si1ty grar+el wid'i sand 'I'rap eourse from - F'oe Asghalt, Becic Rd. MA3CiMUM L7EN5ITY pcf 138 138j/x C7PTTMUM MQISTfJRE % 6. 1 6.8 SAIrTLE MQISTURE % 8.5 4,5 Bi.JI,K SPECMC GFiAVITY (7014) 2.571 - C{3RRECTEi iD MAX. DEN5I'TY 140 - CORRECTET] flPT. MC3ISTC7RE 4.8 - budinger & associates, inc. geotechniGal & materiai engineers i M[B1LO,1SE E,qSY 3p"' ADi7l'i'ICDN PFlASL 4 1'pUJ f:C I NfJl11L3LK M02029 SPC]iti.ANE, WA RES) UL TS aF COAPA CT~ON TESTS TEST I7EPT'H THICKN$SS MQiSTURE % DENS1'C1r CaMPAC1'1C)N # Da~E LOeaTiON aEVOw FsG OF FILL F1ELQ (4) ClPT. (1) FiELD (z) MAx. (i) % sPEc. MCD[]NALD TC]P COU1iSE 72 5115I42 STA 42+75, E side 0 6" 5.3 6.8 133.2 138.5 96 95 73 STA 41t25, W sitie 0 6.5 6.8 135.2 13$.5 98 95 74 " STA 39+50, E side 0 6" 5.2 6.8 136.1 138.5 98 95 75 STA 38-i-25, W side 4 6" 4.1 5.8 I34.7 138.5 97 95 35.` AVENUE TQP COt.IF{SE 76 " STA 14}}25, 5 side 0 6" 5.0 68 131.6 138.5 95 95 77 " 5TA 8f75, N side 0 6" 4.2 6.8 134.3 138.5 97 95 7$ " STA 7+25, S side 651 . 5.3 6.8 136.0 138.5 98 45 79 5TA 6+00, N side 4 6" 5.5 6.8 138.0 138.5 100 45 WOOI]LA'1'l+rN T]R1VE TOP COURSE 80 S'T'A 39+75, W side 0 6" 5.3 6.8 135.0 138.5 47 95 81 STA 38+50, E side 0 6" 4.3 6.8 134.6 138.5 97 95 82 " STA 37+25, 4V side 0 6" 6.9 6.8 138.0 138.5 1oo 95 83 " 5TA 35+25, E side 0 6" 5.7 6.8 133.5 138.5 96 95 (1) A,asHror-99 (2) nSTM D-2922 (3) AsrM Da sss (a) A5rM o-3017 budinger & associates, tnc. gea#echnical & material engineers Jun 07 2002 ii:tonm BuDzNcER Rnn AssOCIRYEs z 50953585HH P.e 3820 E. Broadway Spakane, Washington 99202 budirnger & associates, inc. eoo"e~l geatechnical & material engineers Chuek Simpsan hme 6, 2002 Sinpson Engineering 909 Narth Arganne SPQlc,ane, WA 99212 P'roject Number Ivl02424 PRQIECT: M3cislame East 3'd Addition - Phase 4 Spokane, WA 5ll131ECT, 1tcsults a#' i3ensfty Testmg vfAsphglt Cunerete Pavement Regr.nt 48 Niny 20 thraugb dune S, 2002 At Yow request~ we h~ve provide,d field Emd labaratasy testing sesKices duaing cmstrwian of the subjed prujec#. Fvs t6us pS?riod, vur invalvcment was ii.mited tfl samplmg, Labmtary teshng, sad feld density Msting of+asphslt concreie pavement. T'hi.s repart specificalty addresses tie nesults of dmsity tcsis C}ur engiaecring teshniciea, Ray FearsDn, rves on-site duciag paving {MgY 20, 2002} and aZsothe day fallnwing p$Vin,g (MaY 23, 2402) canducting field deasity testing on tbe eompleted mat (3n those two days, 15 of the 21 tesu carLduvtel }n$[ded results inclicating cocxfpadicra below the aainimum percentage specificrl b,y 5pakane Crnmty (92°/d). Duesng partng a regresentative of All WestTesting wa.s also an-site cvnducting nuciear dcnsity tests. We smderstand dtat All West haci beets hired hy the gav6ng contractor to rmdiut quality csmirol f esting. i3wng thsi c3ay, our eagineer3ng fe-chnician and A11►dVw!'s techn.ician Qonducted wvas1 tesfs at tlse same lacations, as is common to af#enprt to determine minvr di&reaces bet'ween tasting devices. Sedeml of the ovmpaxativa tests taken }rielded failiwg resd°ts on ho#h marhines which agpeaTed ta be reading sim.ilarlp. A hand writtcrL capy of All West's cvm,paot.ion test repari was provided tn us by ynu via Facsimile an May 30, 2002. Thc regact appears to iradica#e tha# 25 of26 tests canduzted Isy A11 Wes# Testing znet ar exoeeded the specified mizs.imum (92%). Mr.Pmnron disojssed enr fi,est eesults with the pat+ing eontrertors foremanlsuparintendent dtuing pavffig end an the day folIowing pauing rwhen the foreman visitc,d the si6e. Durisig them oDnversations, tke forenan indacabad that he was aware of the failing results and that their test cesults wme similar. In an effprt to veaify the accuraty of our tests, wc rehirned tn the sitc nn May 31, 2002. At t.his time, the projW gavemeat was separatecl inio 3 individual test lots bssed an tvnnage Five randomly lorated tests were ecmducted in each loi. Each test cosistad of 2 rneasurements, one at the ariginal gauge pnsitn[sn and - anather vriented 90° from the or[ginaf gaugc pCCaeitian. Tests wece lacafed an a xandam, mathematical basis ►uith care taken tv awid locatians within 1' of paving joints. These tests inc3icaied resvlts similar ta rn-iginal tests~ with m,any individual measurements a.nd ai1 three dat avereges ind.iratin;g c=pacxinn below the specified miniminn (92°/0)- FC. Eudinger PE Step'hen D. Surchet! PE (509) 535•8841 John E. Finnegan PE FW4 (509} 535•9589 ' Scott L. Wsiters JUN-O?-2092 11:22 5095359589 95% P.02 JUN ❑7 2002 11:10AM HUDINGER RMD R55OCTP7E5 T 5US5359588 p_J Midilome P.ast 3' Addition -Phase 4 pro;e# ldumber M4*2029 Spnkane, WA June b, 2002 Hepott #8 We reRUrned tn'the site agsin an June 5, 2002 tn colled cores for delermu7ing a c.rrrrectian fictor for nucleu density results. SeveTsl oares wete crrlJected at 1ocations where nuclear dmsity tests wera cmdtctcd. The bulk specifc gravity/bulk dmsity of the oorzs was deternnined in our 1ahKU~alory and r.ampared t4 the rcsults of nuclear d=sity t.esks. 'ihe resuits of that comgasisun yieided a varrection factor ta be applied to nucSear density tests of 1.007. Carrectted nuclear density tcsts werre obtais}ed hy muitiplying originaI densities 6y the oarrectiam factor resultinp in a density "rrtereased hy U."T"/o. 4air3 many individual resulfs and the results of all 3 lcrts indicate cainpactiun bcJow the speci£ed mixsitsum (92°l0). Resu3rs of ai1 nflthe density tests carnduded i.n the igeld are psesmted on the at#ached Results of Compuctran Testing farms. All of the results pcesented have beer► uacreased using the cmrection factar descri6ed a`6ove. It hss be.w a pleasure ta be of'service to you ran th3s prvject. 5hould you hare any questinns, regardiag this rmort, piesse Ml. Ae&p fa~liy Subnitt~ B R ~ A5S[7 L);S, ~1C. ~ ~ ~ - L al M . G~uctioa Smioes 5LWlgc budinger & asseciates, inc. geotechnical & mate6al engineers .IL[N-07-2002 13•22 5095359589 95% P.03 Midgom Eut 3ra Addnion Resr~lts pfAspharr Pto,etx Numbcr M02029 c Fhass Iv Compuction Testtn ~ Spa~Caae, WA ~ C ~ ~ TEsT TIMCK DENNI't`x {Pei) ttv~ICAxED 'i ]E,sr # naTE J-ocATIvN nEPTU[FML ["f FIELD, NvciYAR CORR. FnCTaR CnRa. FIItD MnxnMUM Comp_(pr.). sPEc N RwrESrs . ❑ ❑ i.i 5/31102 woodlavm, ssa,a4t6f, ta1 Rt. a 35 1312 1,007 132.1 isa a ss s 92 1-2 " Woodlawq 5TA 35+80, 31' Rt 6 35 1356 1.047 136.3 1528 894 42 F; 1-3 " Waovdlawp. STA37+33, 6'Rt 0 35 137.2 3.007 138:3 1529 904 92 •ru 1-4 " Woodlswn, S'1'A 3$+18, 12' Rt 0 3.5 14T.65 l.fl07 142.6 152.8 934 92 0 1-9 " Wood]sv~ STA 39+33, S' Rt 0 3 S 14115 l 001 142.1 1528 930 92 ~ Arj~ i,at 7 1383 152.8 905 92 3 7-1 5131/02 3 6th, 3TA 5+55, 20" Ai 6 2 139.1 1_007 140.1 1529 917 92 C 3 a ~ 361h, STA 7+41, 12' Rt 0 2 144.45 1007 141.4 152 8 926 92 d 2•3 " 361h. STA 8*34. 14'Ri 0 2 334.9 1,G07 135 8 152.8 889 92 3 2-4 '36th6 5TA 9+52, 10' lit. Q 2 134.15 1,007 1351 152.8 894 92 m 2•3 " 36U, 5TA 10+73. 14' Rt U 2 137.65 1.07 138.6 152.8 907 n m ~ Avg. Lat 2 138.2 1528 905 92 m LA C 3-3 5l31102 McI77=ald, STA 38+40, $3' Ff. 0 2 129.7 1.007 130.6 152.8 85.5 42 m ~ 3-2 ~ 1Vlcd]onald, STA40+94, 29'R1. 0 2 138.2 1 047 1392 152.8 91.1 92 ~ 3-3 " 1VIrd?aaald, ST1141+SCr, 5'R4 0 2 142.55 1007 143.5 152.8 939 92 0 ~ 3-4 " McDonald, 3TA 42+55, 21 Rt. a 2 144.E 1.407 1418 152.9 92.8 92 ~ 3°5 " 35th, 8'Rc• 0 2 140.15 1.007 141 1 152.8 92.4 42 ~ Avg. 1 et 3 1392 152.8 93 P 92 4 ~ ~ H ~ Ln ti C2 cn Ln w Ln (D Cn co Lo ~ . m ~ ~ ~ Mdaome Eas: 3Td Adchtwn ~ Requ[ts of ASpha2t Yroject Number 1tiI02029 C: Phese iv Cvmpactiosa Tes[ing :z ti ~ fipxalcane, WA C} ~ 'I'FST TIDCK DENSITY (pr-O i)ICA'1'ED ~ TESTM DATE IACl1'IQAi DEPM FTTA, Fi&LD, NUCIEAR Ct)RR- FACTC1R CORIL FW-LD MAXOdUM COMP.{°/.] I SPEC ri CD Trria:[414TWi~ 0 NJ 35'i't-[ AVEI+I[.3R ASPHALT m ~ 1 5120102 5TA 1+25,N aide 6 2 139 3 1 .[]U7 139.3 332.$ 911 92 - ~ 2 " S'~A i+SG, 5 side 0 2 141.5 1.007 142.5 1528 913 42 ~ Li MCD6Tji,4P.,,D S a 3 ° $'TA 42+75, W ssde 0 2 1403 1 607 141.3 t52 8 92.5 92 ~ 4 " STA 41+50. W side 0 2 14I1.3 1,007 141.3 152.8 925 42 5 _ STA 39+75, Eside 0 2 1367 1 _007 1377 1528 40_ 1 92 td ~ 6 5"fA 38+50, W aidc U 2 134 B 1007 1357 152.0 991 92 7 " 3'I'A 37+75, E sidc D 2 1314 1.007 1323 1518 Sfi fi 72 ~ Avg. Msf)onaldf35th 138.6 152.$ 90.7 92 :z m m ;srH AVER%ILM nsPxALr 8 " STA 9f75, Mmd►: 4 2 135.2 1 007 1361 1528 89.1 92 73 (A 9 " STA 8+75, S side 0 2 1360 1.007 131.0 1520 84 fi 92 :z w 91 b 9~ U S~'A 7t25, $ siEe a 2 139(1 1.f707 340.0 152.8 ~rt ~ ~ 3TA 6+75, N S1de 0 2 1341 1.007 ] 40] 1528 917 92 ' ~ ~ cn 13 " STA 5+70, 3sida 0 2 1423 1.04'1 343 3 1528 93.6 92 Avg. 35th 139.29 152.8 91.2 42 ~ ~ ~ ~ wC]C]DIAWN 37 13 3/2 M2 S'I'A 40+10, W side 0 3V2" 143.2 1007 1442 1528 94.d 92 en 14 " 5pA 39+20, aenzar 0 3w 139,8 1.607 1399 152.8 91.5 92 ~ 15 " STA 38+30a B BSde 0 3W 136.8 1.047 1379 152.8 90.2 42 ~ 16 " SI'A37+60. W side 0 3'fx' 14U0 S.[1t79 141.0 1529 47..3 93 U} 17 ' 5TA 36+90, omira a 3',5" 1336 1007 134 5 1529 8810 93 a (D STA 36-b10, E side 6 31A" 1364 1.007 1374 1529 E9.9 92 c11 18 ~ 19 ° STA 35+70, Wsidc 0 3W' 1395 1.447 140.3 152.8 91.4 92 co cn 20 ' STA25+36, center 4 3'f." 1334 1.007 134.3 1528 879 42 ~ 21 " 5TA 35+00, E stde 0 3W 1369 1007 ➢37 R 152 8 902 92 cy pvF, We°odlswn 13957 152.$ 903 92 ~ m U1 ~ C6 -C{]Mf1 70l1RNAL- DRTE 7UP1-21-2002 T I C7E i l'49 *cm* P. ei MODE = P1ECIORY TRFdPJSM I S5 P ON STRRT=JUN- h 1 12 :49 END-SUiJ-i 1 i i-49 F l LE NLI. ° 254 STh! NQ. COM RHHR N0. 57RT I Mf NFMEfTEL. N[]. PAGE5 DIJRATION 001 OK s 5359589 003r00300-.01'e0" -SPMPSpN ENGPNEERS - -509 926 1323 509 92E 1323- ~s~k~kHs~a~s~~c Fmma+a 19*E ~ 7m~ S07Z E7Zgi71eefis, InC. N 509 Arganne Road Spakane WR 99212 Phone 926-4322 Fax 926-1323 Fac Te: frorxu t ~ Atterr4an: Wa,(+--_' PageLs: (Including Covtr Shxt) pa= 53 S- 9 5 69 6Irr107- . rte: C7. ❑ UrgetsL C] For Review ❑ Please Gommeirt IDPinase RQp1y Sper Your Reques# ■ CorRrnanfim: }Fyov receved fts fax in erxu pleasz c~A1 925-134 and lel us knotv. '1?tank yov. 136/11128132 09:42 2087176499 HUE AbNHgLi ~'HV1NU Poe ASphal"~ Inc. POsT gALLS DrvisIOx 2732 N. )BEcK ROAD Pt]ST FALLS, XD. 83854 FACSMME TRANSMIT'X'AL 5REET , TO: Ghuc& 'FRnM: Hrnward ~ C[]WANY: T3ATE: 5irnpson Engineering, Inc. 06I11102 FAX SENAER FAX: 209-777-0494 50$-926-1323 SENDERPHDNE: 208-777-4498 kH(]NE TOTAL NO. UF PAGES (iNcr., covER) 509-926-1322 2 RE: ?Midilome East 34 Addition IIRGENTN FaR REVXEW FLEASE C0?#VffNT PLEASE REPLY FLXA,SE REL`YCLE ~ xxx r~OTEsrcONUMMs: Please advise if tlris plan is accep#ed fvr Midilame East 3`d Addition Thank yvu JLlN-11-2002 09:51 208°7?76499 98% P. 01 05/11r213e2 e9:42 2Be777e499 ru~ A!:rhAL I rH~~NIp rlHut ~d Poe AsphaJ,t Paving, Inc. 2732 N. BEC~ ~~AD PDST 1FAU5, ]D . 83 954 PHONF.: 208-717-0498 FAX 208-777•0494 Chuck Simps+an June 11, 2002 . 5impsvn Engineerin; 909 N. Arganne Spokane, WA 99212 Pro2w: Nfidilome East 3rd Additivn-Phasee 4 ' Spokane, WA. Ilear Cbuck: After receiving yaur facsimile vn June 7b of the nore samples and the density tests resu.lts frvm Budiager & Associates, Inc. Pve Asphalt Paving, Inc. wi11 stand6y the quality vf worimarasWp vn tWs project. We are wi11ing to slurTy seaI the pro}ect to me.d the requarcments af Spokane Cauaty. Please advise if tkus glan is accepte.d. I would like to Wress the fact that to my tandemanding thart on the day vf the paving, All West and Budinger bot.h vvere receiving law compaction numbers at one point i.n time. We slcawed down the pr+acess of the paving on the project. At this t3me we weze Lwder the impression that the compacckiQn's zrum.ber's were coming up #1a sraeet the sgecif'icataons fTom both repzesentatir+e's ~f AlL West and Budingu end Associates testang companys. As yau wefl know the compaction test frvrn Al1 West were very good. I wanted you to knaw these faets that if we lsi,iew the compaction nurnber's were not meeting the requirement's vve would havc stapped pavi.ng campletely until we resalved the prablern. Tf yau have a.ny questions, regaxdin.g this letter, please feeP free to caJ1 me. Thank yvu P+~~ Asp tt Paving, Inc. Hvward Logazt Project Mnagerl' Estimator ,T1 [hf-ii-2002 09:52 2687770499 9Bx P. 02 -COMM. 70tJRrdAL- DAT'E 311N-0?-2002 ***a* 7IME 14-+39 P.01 f'S3DE = MEMORY Ti2ANSMI55I QN STARFa31JN-E7 14 :3B ENIJ=JlJN-07 14' 49 F I LE fd0. = 221 S7N NO. Cflhl RHHR Nd STAT i BN NA1'tE/TEL. N0. PRGES Dl.1RATf OFS 091 OK a 12087770459 005/005 HO=01'48" -51 CiFSON EMG I hIEERS - -569 925 1323 - 565 925 1323- facmere S9{O ~ i777yp507d EngZneiOrs, I=. N 909 Arganne Road Spakane WA 99212 Phone 926-1322 Faac 926-1323 ~ Tn: ~ L__FLL~ From: a Aftemtion: P-agev (TricJuftg Cavrr 5h:.-c) (D F= I- 7. 0 s3- -7-1 -7 - C7 4-9 9 ra~~~: rc~ L Vn 7. f 0 Urgerrt G} Fcr ReView OPlease CarnrnOat I&P[ease Repfy OpeeYcar R,equest • Comrnariis; ~ Gr.. ~a7L+..a Grc~ G^. 1 ~rL5~ 1°'G S~~L TrGrn~ US, C Y"t s,, I C~ r cj ti ~Vr~c. ~~a15• 1'<i Tfae~ ef~l ~ ~ t~-L i c trn.. L~ O.T. . ~ ~ vJ 5 6 1~ !P'1 CD'-70 fo .~1sr.L, 'S ~e 4 I J2.e-U ¢S 4- C'p~ ~ C+~4r~ 6~ ~~c ~CS~3 ~7 Ca. l!7 W ~h C L~nu.. Tw,,, - ~ , ~ L wt 1.'-srd~ dT r3 .l 4!1 1-~' o G r 5 D L"Ll ~7 EGrw • ~ If ynu reez.=ved U'us fac in ermr ple~ cag M1 3U ars,i iet us knoa: Thank yflu. JUN 07 2002 11:10HM HUDIMGER HryB HSSOCLH1E-S 1 5U!JbJbU5MU P.1 WD E. 8raedway Spokane, Waahlngton 90202 budinger & associates ~-Q.91 oo~ geotechniGal & materia1 engineers PAX THANS1VdTTTAL FO.KM DAT-E_~ - `7 y 0 Z AT"Z'ENT'IQN: CLU CiL cc-nIR'1 p 3't.->►''1 i FTRbE @RC7JECL':_Mj_L~ J0Me- FAx rrUMBEx: 9? (a pHONE NUMBEFa: FRo~ ~ -1p, r-~ aunINGEx ~ ASSvcrATEs (509) 53541841/FAx (s~) 535-9589 ToT~ NUNMER OF INCLUnnNc TMS cOvM'...~. coNEvYINrr's: PLEASF, CALL LF" ANY FAGES ARE ILLEGIBLE {3R IF YOU HAVE QTTESTI[7IV'S. IF Y[li] RECEIYE TMS FAX MURE 7HAN ONG`E PLF-A9E NOTWY i]S. THANK 1'C)r7! Ad , ~FC. Bud[nger PE 5taphen Q.`.,pu"tt PE (509) $35-0841 ,Iohn E. Flr[rXeQan PE FA~4 (509} ~5-9689 SeQtt L.11Val~ri ,TL1N-07-2002 11:21 5095359589 95% P. 01 -C[JMC1. SflLIRhIRL- DRTE SL'PJ-e4-20e2 TIP1E 16*49 P.01 MI3flE a PtEF10RY TRANSM; S51 BN STraRT=7uN-04 16 :47 E4i=J'LH-04 16: a9 F [ LE FIO = 181 STh! N0. COM RHHR NO STfkT I QN W1ME/TEL. N0. PF]GES DURRfi I BW 001 DK a 1209'i770495 004i004 eW81'53" EST h1P5'Cih! ENG f NEERS - -509 925 1323 - - 509 926 1323- Cwmdrtl 1•J+~ &MPsan ErIgzneers, N 909 Argonne RQad 5pakane WA 99212 Phflne 926-1322 Fax s2s-1s2a c- To: ~(-)T:- Frume Atle~ar~ C h r d 3 P298s: (7ncluding Cava Sh=) 4- F2c e_9 9 Dste: 6 r¢~~_ . : E7eC NA~~1 ~IS Y►~ Cc. 4.~4.5 ~ ~ 1~5"p~ i'~. ` ~ E.rt s ~ 'L ! F. v" ❑ Lirgeert ❑ Far l2ewiew C7 Pfeasa Cagnrnesr! HFiea.eRaply Q Per 'Caur Raqreest ~ Corarnants: - t 9~6 4ir1~Y1 5 W0 ~ it9 y ~ ~r~~ 1t~.+;+ r~~ r r~ ~ ~ 6. c S G rn C 10c~.~IsnY~ r- I ~d 3 r ~l ~ i ~t ~0.F1 ~ CL C ~r r, ~I G S . t'] 4-S j G.,.A~ Q-Ld le-+ -+Aa„, ma QC S f ak+ [a 4w ~ h a.~ ~ vl Ea,r u.+ Gt. 1 lc c.O. J 1F you r-m'ved tHs 6-a in c= Mem caO 926-1322 and iei us kna+r,; Thzrrk yau. MAY 31 2002 12:57PM BUDInGER AnU HSSULiHIhS 1 5Uy5j5y:3ay p.l 3820 E. Brosdwey Spokene, Waahington 99202 budinger & associates geotechnical & material engineers FAX TRWNSNIITTAL FORM DATE_',~~ ~3 L:~o o~ ATTENTION: FIRM: 0.,0 n4, P'ROJECT: P FAX NUMBER: ~ PHONE NUMHER: FROM: BUDINGER & ASSOCZATES (509) 535-8841/FAX (509) 535-9589 TOTAL MJMBER OF PAGES INCLUDIIVG TffiS COVER: ~ COMNICNTS; 5 r~PP ~~t~Q-~1.~~~ b.4 t A.e !f- vl a 11~- ,r.t e- /.c vtvcJ ~n ~ PLEASE CALL IF ANY PAGES ARE II.LEGIBLE OR LF YOU .HAVE QUESTIONS. IF YOU RECEIVE THIS FAX MORE THAN ONCE PLEASE NOTIFY US. THANK YOU: F.C. Budinger PE Stephen D. 6urcheK, PE (509) 535-8841 John E. Ftnnepan 'PE FAx (S09) 535•9589 Saatt L. WeltAra MAY-31-2002 13:08 5095359589 95% P.01 CM MC-IIDIZ <9"~AC- Asphalt-Gancrete Pavement C+amQaction Report 09A "+on Pmjad Engineff sR nrumbsr SectioR C"mact nrwnbur 513 1I2002 Simpson MidiloTne FAst 3rci M02029 c- ams @ A Q C ❑ E❑ G IgWeartM ❑owe Air 7'wmwetum GBUge Seft Nrambar Rrca oenaicy uomdwon Faciar Plgen DCpIh (p) p a❑[r ❑ F aOdur 1❑ Um,*Nnp 5^t~art Er~ 5512 152.8 1.0 2l3.5 Seg4na" SUiUon Erd[nS Stefim n RFread nn Sta ~LengtM (A) SuhM LDVh Wdffi IWl Lwe ❑ LL ❑ EB 0 NEl ❑Otkser 1dEk 1 Qstwtlh+ f4CP Test Tamp. ' 1$27 4540 0 sadc on 5tiL 713 [(A) x 42Ia(L) 1 A2_C 33 fl Ftt. tDwe ❑ SB '3 ~ ~ 7m! [i[)value Randarn t.orgM +SUM (t] + ToM I~(~ rr~us Ai~ rNeeoured crna _ c~ ol. ~P ~t Nur~er T~da (l9B) {x {L] I I~ i Tal~e (716) {Y~ x (UM1I) D~h D~tY ~ I 29.4 n 1 .089 13 Zefn 13 3840 .39 12.9 130.0 129.7 129.7 84.9% . ~ - 138.5 ~ .~77 i25 ~~y 26'7.6 4~.G .87 28.7 137.9 3 138.2 138.2 94.4°l0 lbo 3 ,3~15 44 (L)x 2 329.2 41562 .17 5.6 ~ 143~s j 142.55 142.55 93.3°a ~ 142.51 n U 4 .409 1 [L] x 3 428.8 4255.8 .152 20.5 d 139.6 140.8 140.8 92.1% 1• J 141.1 pn ~ S .119 17 (L) xa 5$7.4 4+414.4 .23 7.6 j t3s s j 140.15 I40.15 91.7% , Bolp7nlrq 5tEdian EndN 9ution ED Attead c~ ~ ~ Lono (A) Suh9d Length Wx#h (VN) LanB 0 U. Cl ED ❑ NH ❑40threr Led/ d LTuarti[y ACP Te+st Temp. :n Ba:is on Stt I(A) x aA °[L) 33 ❑ Rt F) WIS ❑ 9B m Teg ~'dOrn UmvM * Sutldt (L) +h Beo. Ste. tYy V~ DTf~! MSaa+~d Care C3a~e Rver~y9 Cornea9d Perc~t ~ 1 ~ium6er T~~(f19) ~ Inrterneo-~t ~ T~t ~ ~ Tat~ ('l99]~ z Mr? ~'~h ~~Y ~V R~~9 ~ of Fi~esB ~ Z: 3 .05(1 0 Zera 0 62 24.5 j j 0 4.0°0 ~ A 2 .821 (L) d 37 12.2 j E 0 D.0°/'~ a 3 .669 0 (L) x 2 0 .44 I4.5 j 0 (].[t°/o ~ " 4 .712 0 (L) x 3 0 .31 10.2 j ~ 0 0.[3°!0 i 5 .831 0 (L) x 4 0 .43 14.2 j 0 0.0a/o n ~ ~ta~ I I I ' ~ v Passe$ I 4 ~ ~ . ~ Rdw r,,sces: N ~ 5O11- SIr'iqte mwri +Jbrabr DD11- Dcubk dnxn 1fitrraEor m ti P - PnaumEdie Te - Tsndon Sid r? - D¢#e 3tr~eit #ne~s#or fl~s cantractor CC r [.~c ~ f,. 4_ , • „n p .ad e cp~1 MG--I- ib►~ ~ ~ AC MU ~ A;gphaRt Cancrete Pavemen# Gompaction Report p. N 0a60 Regkn Preped Ergiraer 5R Number Sechm Contrect Number 561I2002 Sitnpsan Midilatne East 3rd N[]2029 ~ Clam OA E I C ❑ E Cl G gvVemir4q CBMO TmWdures Gauge serW Number Fiioo awmRV carrUOUM FacW Pran Depm [e] 00 00 EIF❑ Dew 0 towiar'ing Starc Er,a 152.8 1.0 213.5 . fttrinl ~ Sq t~ticx~ ~1 Q~ ST~Ids ~ ~ ~ } ~ ~ ~ ~ ~ SL&Qt 122.6 W~6 ~ ~ 0 1~, ~ WB ~ 58 0 ~ I Y.cftk 1 Aue~ly ACP Test T~s. ~ ~ 'pe} (X) y~ Ran6vm LerO + Sumlat (L) *1- Beg- 5t.L ~ (Y)Viue ofeet Mmsured Cafe Gauge Average crxrecfad Pryt W NrsRtl~ T. [71 B) Itcrernw! = Yest Ma Table (716) (Y) x (VV) Depth DomitY ~ Rsm"p ReWin9 ~ Ga+ge o'f Rce ~ Ln 130.4 u°)-i ~ .089 11 Zero 11 3461 39 14.0 132.0 111.2 131.2 85.3% n cn 1361 'f' ~ 135.6 135.6 88.70A m m ~ .877 108 {~7 230.5 3680.5 .87 31.3 § 135a j Ll _ r Ln ~ 3 .306 38 (L) xz 293.2 3733.2 .17 6.1 138.0 137.2 137.2 89.8% ' Lo ~ } 142.~ ~ (n ~ 4 ,009 l (L) x3 368_8 3818.8 .62 22.3 O 141.0 141.65 141.65 92.7% ~ w ~ 139.1 (L) x4 505.4 3955.4 .23 8.3 ~ 143.2 141.15 141.15 92.4% cr 5 .1t9 1s ~ "*rg stBtw F-ritmg Statkm N AtoNd cK, Ss. La Len90 (A) sUdar LOVM vvkfttr (w) Lam ❑ Lt. ❑ EB ❑ M C7 Othgr Lcw r QmTtity ~ r~ Test rayip. SS~b 1492 0 sack ~ 5te. 5~1~s C(R) x 0-21= (L) 108.4 33 C! 0 wO 0 5s 2 (n0 ~ rest N va~ffl Random Lwath + Subrck (L) ft. sttt ~ (y) Value vr" nAwured cam asuge Ausrage Coneded Pement O~ ~ ihlurtl~ Ta61e (7'19) in~strrer4t ~ T~t Si8. 78DI0 (7'7b) {Y} x'(Wl d~ttt UArs63tY 6~df~6 F~9hlg ~ d R~ r,.l d' 138.3 ~ ~ ~ ~ .050 5 zera 5 555 .62 20.5 y 1399 139.1 139.1 91.4~/0 m t40.2 y~ a .821 89 197.4 "7~47.4 .37 12.2 140.7 144_45 140.45 ~3T.9A/a ~ Li ~ 133.4 r: q ~ 3 .669 73 [L] x 2 289.8 839.8 ,44 14.5 134.4 134.9 134.9 88.3% 4 .712 77 (L) x 3 402.2 952.2 .31 10.2 133 8134.15 134.15 87.8% ~ 137.4 a. s ~ ,831 90 (L) x a 523.6 1073.6 .43 14.2 137.9 137.65 137.65 90.1% Ln Flonaft Rmlem I I L ~ ~ Pasw5 I ~ sW - 5[ng% DrLin VbraGur m C7 DoV - [kwhle [3rurn'!1'Ibrft N ru F' - Ptieumatlc I , TS - TWdem Sbed M C+1 pate StEaet lr►spedo[ OeCe CadractaC 1]a~s cr } ~ ~ . cRn EF er9 ClB7 ~~~****~~*m~k~~* -COMM. 7❑URNRL- DATE MRY-30-2002 7IME 17 93 P.01 MODE = MEMORI" TRRNSMiSSfON START=MRY-38 17-61 END=MAY-39 17;03 FILE NO.= 144 STN NO. CDM RBBR NO. 57A7IDN NRMEiTEL NO PRGES DURATION 9H1 014 ~ 5359589 003/003 00=01'24" -S1MPSON ENGINEERS - -509 926 1323 599 526 1323- F751ndld 1949 ~am2SQ'fb Engi72eL'T5, I7'i.C. ' N 909 Arganna Road 5pofsane WA 99212 Phone 926-9322 Fax 925-1323 ~ Fraees: s Atlerr64rr: Pages: (Inclvding Caver 5hv_t) ~ Fmc 535- 95s9 EUrte: ~ Re; . ~ Q Lltgen! 0 For A$v4ew RPieasa Carnrsen# UPlease Raply 0 per Ynqr Request 0 Catamen-B: ~ ~a`nGt~ l~geAr ~~k,e~~v T2 5 ~5 G~ ~ri'!c. ~ci~1e ~4 1_l_c~l-_ 1~5r~~►~~~ h~.~fz~ laz_ - I~~.i - L L _PC F g:~ S~~ l CA 4 4 G 6 ~l j G i¢ ~N4 E 1 r L' 3.7[1Ndj 7'4[7~~, 1J C. ~Yle ~t~~v-cv.G~ ~ l ~AV! ~ ["SPt~G OT T[1.~. ~Qr.ll,in~S '~Q„` • C]~~ .r T ~YEI.~ZOL~ ~ l ~ l IP y-,u reczAa2d Ks fax in errar Yfease call ?Z5-1= and let us krrovv. Th2nk you. (35r29/2002 15:03 208777a499 ruL A5rHALi HWV1Ncz waUt ni 29 02 02: 48P A11 We=t 2007620942 p. 3 •I.►cy e1 Jtt ~a► A.. . • - ' ' . . ~ ry, N ~ Mnlenals Tes#fng • Geotachnicral Englneering Field Density Test Repvrt fvr Asphalt Fteport # S16l z Praiect: I1❑b# l&2-00'2, Date: <Sl2-d,40 z IVVaatfser: YTest Me[hvd: • . Lccakion: 1Technician: Cvntractar: f Compact3on Requirements: ~a;7c Mix hCumber I Mix bescriptian ~ Maxtimum Density Methpd ~ ~L - A rvlk~. r s z. v ~ 1Z a c .e x I ~ ~ V e$t T'eSC EIeVaf[ofl MIx f fdae IlfVet "/u Number' _ G.ocation Number ❑epth Density CompactGa A c- I rqr, ~--I 9 -z ~ 1. • 3d r [4 U L 7 n ~ r~ 5}Ifr _ ~ I i 9t ~'l~ 1 ~v r nT~ G'~ llo-i.~'Y+La !h*c ~ I 1~ I~ J z- r ~ I~1! 1!r►..+r ~C! 4.C`P~ I+, tRaLn.r ~•~i~r wv' 9 I 1 I~'!~° ~ Cj ~ r { f ~ p 47+ /~!'l ,~Q,~ 7 / 9 Z rOo• aV~ L r.,.a._. 7 z ~ i ~ ~ ~ ~ --LtiL -I L, 'I I 'I~►~. L ~Z!5s .7 hl 7,L-r~ 1.e r-=.4l'7 i tr~ a+~-7 f I I Lo.'-Y ~ t ~ I l~l.lyorl~r~~r rx~r L.o L.... -L~Jb. S ~ -~Yo, C I ~ Z y . ~I.a 76' ri' A~ ~.nn~~tr_hn 4Lr.~~ r ~ + I 7~ "T iq r.,r '`-z _G.." 1 ~ ~ r 39, q ~ -7 I1.0,~ T2-,.• _KSa 4- 75 r J-1 ~ Ie4o~ I 9 z ~ I IG7 4d a ~ `}t~~ ~ ~ ~ s [.~1- 1440.1 1 ~ 690 W. Capstone Court - Hayden, 1D 83€335 ° (208) 7B2-4721 ~ Fax (208) 762-0942 . MAY-29-2082 15:12 20e7770499 92% p.01 05129I2Oe2 15:V3 208777U499 POE ASPHRLT PAVING r~ut n~e Maii 29 02 02:49P Allwest 2097620942 p.4 Z~Y~EST M&erlals 7esfiing • Gaatechnlc€rl Errgineerlng Field Denslty Test Report for Asphalt . Repa~ # zJ(~ z Pr❑;ect: lavb # r❑ a -an Date: zofp z- lWeather; ITest Methad: ' {ra~~.,r; I~@Cnnl~i~~l: ~LG'~r,li( ~QL?~!,r~Gr Contraclar: {Campaetion Repuiremenfs: Mix Numher Mix DescrEp(ion I Maximum Donsity Methad Pm P, GL7 4 -.4 I + I - Test ,Test ~ieaatiars Mix Prabe Wei '°a Nutnber LocaCivn Ntimber Dep[h DEn5f#y COmRactio °t.So JAC L I { I r~t'►. ~ I 9 ~ ; z5 rw3.t. I '?V ~ . _ ~ I ! I I ` _ ~ f I I I ~ I ~ I ~ f I ~ I I I M 690 W. CaDStOC1eGoz.]rt * FCayGIen, iD $0835 " (208) 762-4721 ° Fa7C (20$) 762'0942 MAY-29-2002 15=13 2087770499 9B'r. P.02 MRY 2a 2002 3e56PM BuDINGER RNfl R55OCIRTES I 5095359589 P.b Midtiome Esst 3rd Addrtioa Re3ufts vf ASFhCr4 Prnjea Afum'het Ni42029 Phase N c❑mpaction restirrg Spokane. WA ~T T[~~CK vENs[TY [pCF] rNnicATED TESTN DATF J.[JC,+1'i11OA1 L7EPTH F1LA. ("J F1ELI) MAXiMUi4! CONLPAC'CTORf ('/o) SgEC 35TH AVENUE JL4'PF9ALT ~ I 5120102 ST,7.1+25, Nsuie 0 2 138 3 1529 91 92 2 5'CA E+50, S We 0 2 14} 5 !52 8 93 92 MCCJONALD .5`tRE°T A5F!-[.Ai..T 3 " 5l'A 42+75, W side D 2 1403 1529 92 92 A ° N'TA 41+50. W side 0 2 1403 1529 92 92 5 " STA 34+75, E su3e 0 2 1367 1529 90 92 b " ST,a38+50, Wside a 2 1348 r52 8 88 92 7 " 5T'A 37+75, E slds Q 2 1314 1528 96 92 36TH AVENL1E ASPHALT 8 " STA 9+75, AI stde G 2 1352 3528 89 92 4 " S'FA 8+75, S stde 0 2 1360 1528 89 92 }D " STA 7+24. 5 sidC Q 2 1390 1529 93 92 1 l " 5TA 6+75, N stda 0 2 1391 1528 91 92 12 " STA 5+70, S side D 2 ] d2.3 1528 93 92 WfJOIJLAWAf DRINo"E ASPHALT 13 512 3102 STA 40+1 f}, W side 0 3'h" 1432 1528 94 32 14 ST,a 39+24, =ter 3/-." 138 8 1528 J[ 92 15 " S7rt38+34, E sade Q 3~A-" 135.8 1529 90 92 15 " 5'I'A37+Cf1, W stde 0 3't" 1400 1528 92 92 17 ° 5TA 36+40, oe.nta 6 3'1/° 1336 1528 87 92 19 " STrt 35+E U. E stdt D 3'F" 1364 1528 89 42 19 " STA 35+70, W s:cle D 3'h" 139 5 1528 91 92 20 " STA 25+30, Centet 0 3A " 1334 1529 $7 92 21 " 57A 35-W. E sisie 4 3'h" 136 a 1528 9{} 92 budinger & assocPates, inC. geotechn-cai & material angineers MRY-28-2202 16:08 5095355589 95% P.e5 mz~~xmkkm~k~kskk~ -L'OMh1. J@IJRNFt- DRTE d•WY-29-2002 ~;qc* T I ME 14: 04 P. 01 M[}DE a MEMOR1' TRAfi,fSM I 55 3 E]N '5TART-MRY-29 14: 62 ER1D=f'IA`r'-25 14: @4 FTLE IJO.= 127 5'FN ND. C9M 1213R IJO. STAY 1 CJN NAME/TEL. M0. PAGES DURAT I4N 001 bf4 s 12087770499 026/005 00:91157" -S i h1PWFf Eh[G 1 NEERS - -585 926 1323 - 5e9 526 3323- ~c. F9YIC~E ~H+9 Z7]Zp5m E'fl,gi7Ze2TS, Inz. N 909 Argonne Raad Spakane WA 99212 Phone 926-1322 Fax 928-f 323 ftc Ta: ~OE Pap6c_j~ Frvm: C t 1r_ 3V rra 0 501 V Attere6 nn: ~'~~r► ~ Pages: (Includin; CoM 5iz=) F= Zb S04-39 ~te_ 5 f 2-9 (0 ~ Rei 0 Urgeirt 0 For Fteview UPlease Gommen# %Please Rep1y 0 P'er Your Requuast ■ Cammeata; T G r. . de nr,~r s TP r~~ i n QF n~~~7£ 5 .y1 1~~ .1d 1 a, 4 +~nP r, 1Iw{~,dl.~7w.C ~43 F ~"y C'lRrlGn , fN h L Gl t.a.➢ 4 S C[A 6-,P C7r+ 17cti~l,.arare ~.C r~ rrr~ rn .'FI. ~ ..Q" 6~.~ o., 4j~ e. + V~ G cg, n. L _ S Ta ~I-, j n dr 9 7°I ~ ~ a•+ 3 ~ ri rs ~J1Ja,~le ~ lr. ~~i C~jE 1 I~. ~►~ieS}lTwn~ 4 et u~.~ - I li ynu rec---yed khis fax in r-rrvr pfei!se eall ?-zF.i= and lel ~s knrnv Thank yau. MRY 28 2002 3:56PM BUDINGER RND A550CxRTES d5USbJbUbUy p.y 3820 E. Broedway Spokane, Washingfon 99202 _ bLldll'"1ger $c aS50cNSteS I~~ . geatechnica! & rnater'ral enganeers FAXTRANsMITrAL FORM nATE 5- LS~'- C) Z~ . A-I'lErr n[3N: Uk-X c.i C. wq FTRl►+'T: PRO,~CT: FAX Nv1►BER. Ct PHarrE rrUnBER: FRaM: ~ C• i-~ BIJI)INGER & ASSUCTATES (509) 535-88411FAX (509) 535-9589 TQTAG NLTMBLR C}F PAGES INCLL]UING '1M5 CC1VER ~ CQ1'T11+IENTS: FLEASE CALL LF ANY PAGES ARE ILLEGI13LE (]R IF YDU NAVE QUF-STIUNS. IF YO[3 RECEIYE TRLS FAXX M(7RE THAN oNCF, PLEASE NC]TIFY US. "[`HANIC Y[)Li'. F.C. Budlnger PE 5tepheri D. Sumhen PE (509) 535-8841 Jvha1 E. FIMnegen PE FA?C (509) 535-9589 5cott L. INalters MAY-28-2002 16:06 5095359589 95:: P.a1 bladIr1ger & aSS(3CIates, l11G. 61312002 gevtechnical & material Qngirreers +Compressive 5trength Report Cancrete Client: Simpson EnqiReennq ASTM C-39,96 Acfdress. 909 North Arqanne Spakane. WA 99206 Set C-'f Prvjc-ct: Midilorne East 3rd Additian, Phase 1V Pro}ect M02029 Contractar. Winicler Sarnpled 8y: Ray Pearsan 5ample Lacafion: Curbs, McDonald Stree#, west side STA 37f75 tv 39}25 Sample Da#e: 513l02 Date Received: 514I02 Supplier- Centrak Pre Mix MRx 321194 Ticket Lpad; 4 Specified Strength 3000 psi Slump: 1 (ASrnn C-143, wasH'ro `r-i 19) Entra'rned Air: 5.5 ~(AsTM c-231, aAsHTa r is2) `femperature: 59 ° {AS7MC-i06a} Sarnple Test Age Fracture Diameter Load Area Sfrength °Io af I.D. f]ate d s T e(.0`! Rnch) (lbs.) (.f]'E irtcha) D-s 0 5pec. 02-0253 ~ 5190102 f 7 Q 6.(]0 I 57285 I 28.29 F2379 f 7$ 02-0254 ~ 51311021 28 J D I 6.00 , 103610 N 28.28 I 3664 1 122 02-0255 a51311021 28 1 1 6.00 p 102075 I 28.27 1 3611 1 120 02-0256 fH~ ! I ~ J I I i I I ~ I ~ I G ~ I P ~ f ReTf1afIC5: Repof# By: ~ A .i Tern erry ~ 5enior Laboratory Technician r Report Copy ro: 3820 E Braadway Arenue, Spokane, WA. 99202 phcxte {509} 535-8841 fax: {5(}9} 535.9589 e-mal qfiice@budirrgennc oorn budinger & associates, inc. 6'3'2002 gevfechnical & material engineers Cvmpressive Strength Repart corrcrete Cfierrt: 5impsan Enqineerinq ASTM C-39,96 Address: 909 Narth Arganne Spokane, WF199206 Set C-1 Projec#: Midilome East 3rd Atfditian, Phase IV Proaect M02029 C4ntractor: WinkEsr Sarnpled By: Ray Pearsern Sample Locativn: Curbs, McDanaPd Street, vwest side STA 37+75 to 39+25 Sample Date: 5i3142 Qate ReoeiVed: 514102 SuppGer: Cerrtral Pre Mix Mix 321114 Ticket Load: 4 Specifietl 5trength• 3000 psi SlUlrip: 1 "(ASTM C-148. AAASFETQ F1 18) Entra,ned A,T: 5.5 % (AsTM C-231, EwsHrv T-1 52) Temperatuee: 59 ° tASTnn G10547 Sampee Test Age Fracture Diameter l.oad ,Area Strersgth % af I.D. Date (daiys) T ~ (.Di inch) (fbs.) (.01 inch2) ~p.s.i.) 'S~c. 02-0253 1 5r10/02i~D I6.00 1 6728~ 1 28.29 f 2379 F-79 02-0254 1 51311021 28 1 D 1 6.00 1 L1361 0 1 28.28 1 3664 1 122 02-0255 1 51311021 28 1 I 6.00 102475 r 28.27 ~ 3611 ~120 02-0256 1? 1 H I I I I I I C F I I I d i f I ~ I I I I I ~ Remarks: Repar# By: _ ~c c .~..t..-.~-~ Tem erry ~ 5enior Laboratory Techniciart ~ Repart Copy To: 3820 E Braaiwvay Avertue, 5pokare, Wa 99202 phone {509} 535-8$41 fax. {5]9) 53r9589 e-mwl offioe@5uduxgenne cam