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28093 PE-1751B MIDILOME Kimball, Sandy . From: Hemmings, Bill Sent: Wednesday, July 26, 2000 12:42 PM To: Richardson, James Cc: Engelhard, Scott; Kimball, Sandy; Parry, Ed; Sims, Brenda; Darrell, Virginia; Baldwin, Greg Subject: P-1751-94 - Midilome East Third Addition 7-26-00 i We have not reviewed any road and drainage plans for this phase of this plat yet, ! Bill Hemmings, PE i Page 1 RECEIVED , JUL 2 5 2000 S P O K A N E C O U NS&OtOUMY EPiG1NEEA ~ DNISION OF PLANNINC A DNISION OF THE PUBLIC WORKS DEPARTMENI' MICHAEL V. NEEDHAM, DIRECTOR GARY OBfRG, DIRECTOR MEMORANDUM O ~ ~ TO: . ~ Division of Engineering and Roads, Development Services, Bill Hemmings Division of Utilities, Information Services, Jim Red Division of Utilities, Stormwater Utility, Brenda Sims Spokane Regional Health District, Steve Holderby Spokane County Fire District No. 1 Irrigation District No. 18 Central Valley District #356 FROM: James Richardson, Associate Planner DATE: July 25, 2000 ~ RE: Proposed Final Plat of Midilome East Third Addition; PE-1751-94 Enclosed find copies of the above referenced proposed FINAL plat to establish 29 single family residential lots on 9.53 acres. Please review and forward any comments to me by August 8, 2000. If you have any questions vou may contact me at 477-7168. Yours in anticipation, Enclosures copy tiv/o enclosures: Bob Tomlinson; 1400 Northwood Center Court; Couer d'Alene, ID 83814 Simpson Engineers; 909 North Argonne Road; Spokane, WA 99212 • 1026 W. UROADWAY • S('OKA.VE, WASHIP IGTON 99260-02220 PHONE: (509) 477-7200 • FAx• (509) 477-2243 • TDD: (509) 477-7133 4• 1 S P O K A N E C O U N T Y ~ DNISION OF PLANNING A DNISION OF THE PUBLIC WORKS DEPARTMENT MICHAEL V. NEEDHAM, DIRECTOR GARY OBERG, DIRECTOR MEMORANDUM TO: Dave Berto, L.S. FROM: James Richar'dson, Associate Planner DATE: November 16, 2001 RE: , Final Plat Mylars for Midilome East 3`a Addition _ Please review the attached final plat mylars for Midilome East 3`d Addition. I have also " enclosed an updated supplement to the plat certificate. If you have any questions you may contact me at ext. 7168, or stop by in person. 1026 W. BROADWAY • SPOKANE, WASHiNGTOfV 99260-0220 PHONE: (509) 477-7200 • FAX: (509) 477-2243 • TDD: (509) 477-7133 I j-- - I • f 6s impson Engineers, Inc. CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road • Spokane, WA 99212 (509) 926-1322 • Fax: 926-1323 TO: SUBJECT: DATE: tJrv. 2 . zQn ) A 44n c I& (--(As ¢ c,--, i> i r% -F -L~\ e- Ed c.4- ~ -I-L, L n _ M GgU '",Y No~v 0 s 2001 LJlvlalunt vF NLANNING ~ Signeg-) )PA-f-~ " RECEIVED 6& impson Enqine¢rs, Inc. DEC 3 1 2002 CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road • Spokane, WA 99212 SPOKANE COUNTY ENGINEER (509) 926-1322 • Fax: 926-1323 T0: 1\G.,J-1 S4-rO,,N ,L$ ~1'GI~QnQ_ Co, ~D'1r►1r,P.P_f`$ SUBJECT: I\/1tclt ko+r+-\cv .A d.. cl.l~"tor-, DATE: (Z( ~o(oZ ls ~ a w, gc ~o tkL_,±~t ~ a ~_t~ ~ S ~ Q,~dl✓ c T e_ c( 12 [AJ l T~ ~ n r-.r a 1/ if2J,ye , v~ Q ~iTKvr%.'~ r+i -c1 ('_C Luo:{-Ct:r. n UV~ C•:C~C. ~ S 1'~P.vS~ ~ U J l a`.d, d J~", r .a n c; c.+c o r,` , \ /h.i'.a1`~ ~y y+~~'~~~ r Signetl 3820 E. Broadway Spokane, Washington 99202 budinger & associates, inc. o~c~. Pueuc oocuMPotechnical & material engineers ~ SPOKANE COUMY ENGINEER'S OFFlCE ~ Chuck Simpson, PE ~ O RIG I NAL ~ July 16, 2001 Simpson Engineers PROJECT # f'i 7 1'B : 909 North Argonne SU$M(TTAL # spokane, WA 99206 R~URN TO COUMY ENGINEER ' ~o~~t N~~ Po~ i~s PROJECT: Midelome East 3rd Addition RECEfVED Woodlawn Drive 432' North and 150' South of 36`h Avenue JUL 2 0 ?Q(n Spokane, WA SPOKIWE CO1RR81tOM; SUBJECT: Pavement Thickness Evaluation by AASHTO Method Dear Mr. Simpson, Budinger & Associates, Inc. is pleased to provide this report summarizing the results of pavement thickness evaluation for Woodlawn Drive. The subject area begins at the south end of the existing road, about 432' north of 360' Avenue, to the south end of the development, 150' south of 36t° Avenue. We faxed our pavement calculations on July 11, 2001 for your review. The evaluation was conducted in accordance with the 1993 AASHTO Guide for Design of Pavement Structwes, though it also included evaluation of field deflection testing in accordance with the 1998 WSDOT Pavement Guide Volume 2. Data was provided &om the County from Road Rater testing of 32nd Avenue in the vicinity of Woodlawn Drive. Subsurface information is available from 3 test pits excavated by Budinger 8c Associates, Inc. and gradation analysis summarized in a report of June 30, 2000 (Budinger & Associates, [nc. Project Number M00170). One of these test pits was at the intersection of proposed 36`h Avenue and Woodlawn Drive. In this area the subsurface conditions consisted of approximately 1' of silty gravel designated GM by the Unified Soil Classification System (USCS) underlain by well graded gravel designated GW by USCS (Sheet 14 of 16 attached). The Soil Conservation Service mapping of the azea consists of Gamson Series soils throughout the majoriry of the proposed development and a small portion of Springdale Series soils in the far south end. The available subsurface information was used to establish an effective road bed soil resilient modulus, MR as illustrated in Sheet 9 of 16 attached. The WSDOT method was used to back calculate the modulus from deflection data. For the Road Rater data provided, the average is approximately 0.3x 10''" for the sensor tf5 position. The calculation however was based on the highest recorded deflection of 0.47r10"3" since this value is still a relatively low deflection coctesponding to a moderately high resilient modulus. ln our opinion, the Road Rater data are consistent with the test pit and laboratory data described above, as well as the published soil mapping. Anticipated traffic was evaluated in accordance with input provided by Mr. Simpson. We understand that a traffic report predicted as much as 1600 vehicles per day along Woodlawn Drive resulting from complete build out of proposed projects. To reflect this value in the AASI-lT0 worksheet provided in Sheet 2 of 16, a relatively high growth factor of 10% was used on an existing assumed traffic of 600 vehicles per day. The resulting traffic of 12,550,000 cars over the 20 year design life averages out to 1700 vehicles per day. In addition, the traffic analysis included I school bus per day, I moving van per week, and I garbage truck per week. The total design ESAL (equivalent single axle load) was 113,500. F.C. Budinger PE Stephen D. Burchett PE (509) 535-8841 John E. Flnnegan PE FAX (509) 535-9589 Scott L. Walters MIDELL}ME EA57 3w'AL]DI`i`IC7N PR{37ECT NUMBER PQ 1175 WOODF.AWN QRIVE JULY [f, 2001 SPOfCAtdE, WfA The various parameters were input into the design chart tcr determine a design structural number, 5N, to prptect bvch the aggregate bsse course and the subgrade We canclude that a structural scx:tion of 3I~" ACP ouer fi'° aggregate hase course meets the design criteria described alove The reccrmmended pavernent sectivn is pu4lined in `l'able 1. This report cantains standard methaelfllogy for par+ement aalculation laseci on methods described ato►+e, but alsa includes prrafessional interpretation and analysis in accrarciance with what we beiieve are the stanc9ards of the geotechnicai professiofl in the a.rea. Necessarily, designs which rely an geotechnical data rely on a balance vf cast and quality nf dsta. fn vur opinion, the geotechnical data are conclusive and adequate for the purpvse af the paaemenc thickness evaluation. C?bservatians shauld t3e made during canstruciian to verify the cfesign parameters and rnake modifications if neeessary. This report including ihe professianal inierprecatiQrr provide[i is offered withaut warx`anties express vr irnplied. We appreciate the opportuniry tv offer this service. Please r.a1P if yau have an uestians. T ffespeetfully 5ubmitted: StJOINGER & ASS(]CYA1'ES, iIYC. Tohn E Finnegan, PE % Geotechnical Engineer , ~0 2 ~TS1~r~ti°~ JEFIgc AddrsseE-3 Atsaehments [EI(PiRES 7-tt•er~ ~ • Tahle I- Flexible Paaeinent Far Vr'aodlawn Dnve & 36sh Avenue ■ AA5Fi7'C} Qesign Calsuiauons (16 pages) budinger & associates, inc. geatechnicai & materaal engineers x ` [VIlI7ELOME EAST 3"' RDDIT[OfY PR(?dEC'C NUIIRBER F°Q [ 175 WO3ULAWN []R1VE JULY 16, 2001 SPoKnNE, WA T'ABLE 1 FLE.Y1'BLE PA VEMENT FL?R Fi'ODDLA WN DRI VE A 36r" A VE1V UE Depth Thickness Layer Structural Material Compaction Caefficient Number (SN) 0„ 3.5' .42 1.47 Asphalt Cvncrete 92°'o TM 95% iVdarshall 3.5„ 6" .13 O.7$ Aggregate Hase 95% MP 9.5=' Subgrade 95% MP 2.25 = Tvtal SN TM = Theoretical Maximum MP =1Vlodifed Prvctor (ASTM I]-1557) ~ RECQMMENDED PAVEMF-NT iNATERIALS MATERIAL ~ SPECIFICA7"ION Asphatt Concrete Washington DaT Specifications Aggregate Base Washington D[]T Spec. Top Gaurse (518" minus) and Base Gaurse (314" minus) Subgrade Native graael ar subbase budinger & assacia#es, inc. gevtechnical & cnaterial engineers Project Name a,~►'Yf~~cs~ a f~,,~ ~ 3~-~ A~d.~ Projecf Na. Pa 117C' Location '!5POk,Ot 1A1A ❑ate al~~~ aI . ~y VJ/. ~ Sheet ~ ot ~ ~ ~~V~►~ Th.ckk~ ~~~~+h ~ ~ . ~ ~ # ' ' ~'S ~ ~ ~l•r...~,d`r~ - ,~~-r!'vN _ ,~CGi~n •r - ~ • _G►~ ~.a~s 1, ~ ~n c,~,r s ~ _ c~ zz rC 1 d M ~ - - - s- ~ - ~ • ~ v ~ ~ ~ 't r~u! 2 ~ _ ~ i ~ ~ ~ A-1 r~ ,77 'V • ~ 2' ~ I' N Cc ~ _ ~ f1 J ~ ~ ►'7"E` f 7~'' rr j ti e"l bdSle..._7R[~ -e ° - - - ~ - _ ~ _ F r•~, 4 +Ui• - 4 ~ - ~ , - - - - - ;i ~ - k ~.f f~~ ..'~7_QI$if~ ~°~-'~`►~I ~ i - - - - - - 10 . r7 - - - - - - t~ _ f _ L ~ - + - Ad '-k ~~-t- 3$20 E. Broadway Fi1,ldII'1g41" S'e SSSoCIa- eSr (509) 535-M1 Spvkane, WA 99202 gBQte[~'1niCal & C11atenal engineerS (509) 535-9589 FA; de 1~~ ~ '2 , ~~.6Csrs r `ti , ~"7 GJC~ , Appendix Cl D-23 Tahle D.19. Woeksheet For Galeulating 18-kip Equivalent 5fngle Axie L.aad (E5AL) Appiieatiorns Analysis Period Years Locatinn 4j,adrIaA.n Pr,'vt .3 i'Nr t,- 3f~4,1e~~•{ A~ .ssuaied SN nr Q = Current Grawtb I1esip E.S.A.L. Design `IraF[Ic FactorsD Trame Factnr E.S.A.L. - Yehicle Types (A) [Et] [C] (D) (E) (5) PassengeeCars/4'_It4 71r-(ks 5?.300%) 1z•55e(' Uo(a 75;300 Bi1585 C66b"ou 1 ) ' 1~~ddy 33 (5 , 9a ) 1'•0e 3 2.. el "5t~f I~CJo ,~3657disr4, f Panei and P~~~~ ~~cks ' . C3ther 2-Ax1e14-~re 7rucks. !S ~ ~ (y ~ ) I • $23 l . ~ ~ f Soa 2-rr~xlelG-Tire Trucks 3 ) 3 or More ~►xle T~cks~~. b~~ • 1~~~ ~ 33 (5~~~ l. Se -3 E111 Single Unir Trucks '46 "~,/av.., 5) 3 Axle Tractor 5erni-Trailers 4 Axle Tractor Semi-Trailers ►f„i I',am 5+ Axle Tractvr Semi-Trailers All Tractor Semi-Trairers 5 Axle Gouble Trailers 6+ Ax1e Daubie Trailers Ail Drau6le Trailer Combos 3 Axle Truck-Trailcrs 4 Axle 'I'ruck-Trailers 5 # Axle Truck-'1'railers A!1 Truck-Trailer Comtms All Vet,icies Design E.S.A.L. _;'sR~ r~+t-WL ~ ~ ~ : a•rI►~ , rsv•-I e- /rai sse- ~49.7 Gd,.s I-,iA 9LO 14 •a -1 2i~ aG 3 (Stc r"l[ 1 rea~ 043 ~D 5~ J od~ ~pc~, f~G~'~~ ~ee ~~ble o°,~,, r~ ro~. ~ tdc~~' S . ~ ~ ~5 r c •suf~ Appendrx f? D-23 Tabte D.20. 7raffic growth factors*. Analysis Annuat Growth Rate. Percent (9) Perivd Years (n) No Grawth 2 4 ~ fi 7 8 7 0 1 iv i❑ ia 1.0 io 1.0 to 10 2 20 202 2.04 295 206 207 208 2.10 3 30 3.06 312 315 3.18 321 325 331 4 40 4,12 4.25 4 31 4,37 4 44 451 4.64 5 50 5.20 5.42 5.53 5 54 5.75 5 87 611 S 60 631 6.63 680 698 7.15 734 772 7 70 7 43 7.90 8.14 8 39 8.65 8.92 949 B $ Q 8 58 9.21 9.55 9 90 1026 1064 11 44 9 9.0 9 75 70 58 11.03 11 43 11 98 12.49 13.58 10 10.0 10,95 1201 12 58 1318 13.82 14.49 15.94 19 11.0 32.17 1349 1421 1497 75.78 16.65 18.53 12 12.0 13 41 1503 1592 1687 17.89 18.38 21.38 13 13.4 14.68 16 63 17.71 1888 20.14 21.50 2452 14 14.0 15.97 18.29 19.16 21.01 22 55 24.21 27.97 15 15.0 1729 20.02 21.58 2328 25 13 27.15 31,77 16 16.0 18 64 21.82 23.66 25 67 27 89 3Q.32 35.95 17 17.0 2001 23.70 25.84 28 21' 3084 33.75 4055 18 18.0 21.41 25.65 28.13 3091 3400 37.45 45.8(} 19.0 22.84 27 67 33.76 37 38 41.45 20.0 24.30 29 78 3 06 36,79 41.00 45.76 57 28 ~ 25 25.0 32.03 47 65 47 73 54.86 63.25 73.11 98 35 30 30.0 40.57 56.08 66 4k 79.06 9446 113 28 164.49 35 35.0 49.99 73.65 9032 111.43 138 24 172.32 271.02 41 + 91" ' l rate 'Factor = . where g= and is rsot zera 1f annuat growth rate is zero, the grovvth factvr is 9 equal to the analys3s period. Note: The abave grawth factvrs multrplied hy ths first yeat traffic eslirriate will ga+re the zotal +rolume of tcaffic expected during the analysis perlnd ~ • • ~t ,`d°e.lo~~ 54- 3,-e4 0•6 ~ Qesr,grr uf Puveinenr Strucrures TabIe D.4. Axla load equivalency factors for ffexihle pavements, sirtgle axlea and pt 2.5. ~ Ax1e Pavernant 5tvvctural Alumbsr (SN) Load (kipa) 1 Z ~ 4 fi B (_:27) 0004 0004 Q003 0072 .0002 0002 4 .003 004 . .003 .802 072 6 O1 1 .017 .017 .013 .010 .009 8 032 .047 051 041 034 .031 10 .078 .102 .118 .102 .oas aso 12 .168 .198 .229 .213 .189 .175 14 .328 .358 .399 .388 .360 .342 16 .691 .673 .646 .645 .623 .606 18 1.00 1.00 100 1.00 1.00 1.00 20 1 61 1 57 1 49 1.47 1.51 155 22 2.48 238 2.17 2.09 2.18 2.30 24 3,69 3.49 3.09 2 89 3.03 3.27 28 5 33 4.99 431 3.91 4.09 4.48 28 7.49 6.98 5 94 5.21 5.39 598 3(} ifl.$ 9.5 7.9 6.8 7.0 78 32 13.9 12.8 10.5 8.8 8.9 70.e 34 18.4 16.9 13.7 ~ 11 3 11.2 12.5 36 24.0 22.0 17.7 14.4 13.9 15.5 38 30.9 28.3 22.8 98.1 17,2 19.0 40 39.3 35.9 28.5 22.5 21.1 23.0 42 49.3 45.0 35.6 27.8 25.8 27.7 44 61.3 55.9 44.0 34.0 39.0 331 46 75.5 68.8 54.0 41,4 37.2 39.3 48 92.2 83.8 65.7 50.1 44.5 46.5 , 5o 112. 102. 79. 60. 53. 55. - ~ r~~ . C•10 f3esrgn nf Puuemena Srruetures ~ ~ 5 prainage Quality 4 _ ~ a m ~ S t ii O ~ a~ 3 - ' o x a o _j ~ ~ 2 _ (2.U) 5 E GOod E - x ~ txce{kerit 040~~ a {5 feet) 0 2 4 6 S ]0 Depth of Frost Penetration Rfeetl T6 V3 4't]7L3/ G A 1r.q,~ I~. ~r.1eP a^~r~'l4.y v. ~4 ~ G• ~ ~ .1 ~ ~ Figure G.7 Graph for estimating maximum serviceability foss due ta frost hearre. Once values For the three Frast heave factars are mance period is used. The frost heave servieeabilicy defined. the equaeiors for serviceability loss (peesented lass curve shauld then be combined wi[h the swe]ling in Figure G.8) slhouId 6e used ta generate a frost heave serviceability loss curae (if applicabie) to prnduce a serviceability lass cucve sLmilar ca that presenced in eocaC ser►riceabildty loss veesus time cunae. This curVC ~ Figure 2 2 (Part f[). The tome, t, used with Figure C; $ will then he used as a cornpancnt of the design shauld he tqual ta ths anafysis periad. Far stage proeedure discussed iro Chapter 3, FarE fI. ` coflstruction and rehabilitation stratrgics, the perfar- ~ TE+CHNiCAL REFE~`dENCE B Structural Pavement Design of Flexible Pavements Favement Design Criteria The pavement desrgn crrteria is sumrnarized in Sec. 3.16 of the Spvkane Cvunty S#andards for Road & Sewer Construc#ion, which references the AASNfi~ Guide fnr Design of Fyauemenf Structures, 1993. The struc#ural pavernent calculatians, soil sample locativns, lab results, design criteria arrd recommendatians are tn be included in a report prepared by the 5parrsvr's Engineer. ►411 design factors used are to be fisted in the report, fncluding tra€frc lQads projected to occur over the Eife vf the pavement. The repvrt es to be stamped by an engineer, licensed in the 5tate a€ Washingtan. The €allowing parame#ers are to be used in the design o# flexible par►ements, unfess technicaP justification can be provided which dernonstrates that certain v#her parameters and cvnstants are applicable. ` 1. The County standard pavement design fife is 20 years for nsw construction, 15 years for pavement overlays. 2. Truck Factors will be determined for e$ch Vehicle fype vr the following factors may be used in the absenre af vther in#ormatian aVailable: Vehicle Type Factar (ESAWehicle) Schoal 6us 2.87 STA gus 2.57 Refuse Truck 1,03 Alf Other Trucks 0.42 aVeraged 3. fihe Level af Reliability, Ris to he as fvllows: Loral Rcress, R = 75% AIl other Public Road Classificativns, R~ 90% 4. The overail Standard ❑f Deviativn (5) is to be as fvllows. New Canstructivn, S = 0.45 4werlay, S = U 49 Spakane Gour►ty Standards Page B-1 April 1999 TECHNIC,AL REFERENGE B Structural Pavement [7asign vf Flexible PaVements 5. The Initral and Terminal Servrceabiiity Indexes (P5i) are ta be as follaws: RQad Class. PSI (initial) PSf {terminaf} IS P'51 Lvcal Access 4.2 2.00 Z. zo nn;Rar ►arterialS & cvilectors 4.2 2,25 _ 9 Principal Arterials ~#.Z 2.50 1,70 6. The S#ruclural L.ayer Coefficients (af) and Drainage Coefficients (mi) far new material is tv be in accordancce with Table 2.4 and ►4ppendix D❑ of the AASHTO Guide for Design af Pavement Strauctures, 1993. In the absence of fvliowing xhe more rigorous design apprvach ou#lined ira these #wo re#ererraes, the fvflvwing factars can be used: . Matarial r 5truchrraf Coeff. ~ Drainage Cveff. ACP Class A ~ 0.42 ~ 1.00 f •t z ACP Class E ~ 0.42 ~ 1.00 Crushed 5urfacing Top Caurse J 0.14 ~ 0.95 r -P3 Crushed Surfacing Base Cvurse ~ 0.14 ~ 0.95 ..3 5oil Samplina PracsdUre The Engineer shall ❑btain sail sampfes which sufficiently represents the subgrade, and identifies where significan# changes in subgrade strengttr occurs. Narmalfy, the fvpnwing procedure needs to be folrowed: 1. flbtain a minimum af 3 samples per joh per 5CS soil type. Larger prajects will require more frequent sarnpfing; 2. Conduct soif boringsltest pits to a minimum of 5 ft. depth below proposed subgrade, classify the soil ,per the USC method; 3 Pravide wr,tten sail lags; and 4 Record the statfvn, offset and elevation of the sampfes, statiorrmg is ta carrespvnd wlth the road plans 5pakane County Standards page B-2 April 1999 7116 TECHNICAL REFERENCE B Strucfurai Par►ement Design of Flexibi+e Pavernents 5ubarade Modulus , For structural pavement design of raadways that are not within residentiai neighbvrhoods, ar nnt subject to residential type traffic ioading, an analysis of the resilient mvduius and traf~'ic iaading is nec,sssary. The resilient modulus can be acquired using the fallowing methods. 1. Contract wdh a private firmllaharatory to perfar,m the MR testing. SaiE samples need to be abtained, and sent to the Qrivate lab far testing. 2. Ob#ain sail samplss and have a WSDDT lab p+erfvrm the test wark. WSDClT wilf not perFvnm the work directly far private deVelopers vr cQnsulting engineers; haweV€r, they will perfarrn the work for 5pakane Coun#y. Thrs work can be requested thraugh Spvkane County if the work will be €or public road construction. Qnce Spokane County receives the soil samp[es, the Caunty witl deliver them to a 11USD4iC 1a6. 3. Conduc# in-5ku testing of #he subgrade -using a non-destructive deflectian test methvd. The resul#s are #v be reported by road statianing. The 5pansor shall acquire cvncurrence w'rth the County Engineer arr the type of non-destructiVe deflection test method proposed, privr tv conducting the #ests. 4. lndex testing of svils. For certain LJSC soil classifications, Indexed values can be used ta estimate the resilient mQdulus (MR), in fieu of conduc#ing resilient modulus testfng. The index values are fisted in the table helornr. Soif sampling tv classify the svil and record i#'s Ivcativn, shail be dvne in accor°dance with the Seil 5ampling Prvc+Edure listed in this Technical Ref€rence. Sail Type Resilient Motlulus ~ per Unfied 5vil Values (Ma) psi Glassificativn System (USC) law-high range(') 15,000 Gw 18,000 10,000 GP or GM 12,000 8,000 SW 10 ,D0D S,ClQO SP or SM 10,000 Note (1) The gradatrvn and fines content needs tv be cansidered when selec#ing an apprapnate MR value An MR value near the !aw end of #he specified range For 5P ar 5M is apprapriate for predvminatefy fine sands ❑r silty sand with a fines cvntent exceedmg approximateiy 25% An MFtvaCue near the hrgh end of the specified range fvr SP ❑r 5M sarEs is appropriate for prednminateiy medium iv cvurse sands ar silty sands with less than 25°Io fnes. Fmes can4ent is the svil whrch passes a#240 sieve Spokane Caunty 5tandards Page 8-3 April 1999 FII6 Project ldame ~7~1~•~e Srct A~+'►~ , Project Na. P-1 11?,~ LacaUon !5Qo ►ra,+t c:~,~ A114 Date 71 gy C., Ic vI~?S~h W~A20.~~a shee# I o# I~ ~ ~ .1-_ - ' t- -M y,~ ' i ~ ` r~ ~a~~. ~~~td 1'~ ~F3 ~ ~ I ~ti► ~ ~ G 14-~-~- - - - ~ r~ , ~ ~'►~~►wr " - - - ~a r~a ►n~~~ ~ ~f~'d~ ~'~l~~. - ~ ~ r ~a rl IQ3 P, f ~ r~~ ~'e~""~~~ ~ ~ ~a. ~.:r ~~~i ►~',~r~ ~~'~i~~ _I ~ ~ _ - ~ 3 E r 7~ f ~ ~C t1- ~ 1- 10 - ' - ~ ~ • _ - - ~ j io" ~ t _ 4 ~r ~ ~'a r _r ►ta ~I ~ G,~ ~ rn ~ -4 # '4-~ _ ti' ~ ..S'~• ~ Ei _ ~ - ] V R6 I - - -~7 3$2D E Broadway buClinger & asSAci+at~.+S' inC. (509) 535-8841 spokane, wA 99202 geotechn'rcal & matedal engineers (509) 535-9589 FA: • r'i7 G~~ FGm ~ ~ a s ?~f f~d~' • v~ ~s 3GN'J. 95 _ 742 1 0715(].000 0 1.15 25.0 73 1.99 1.25 C..638 0.42 {}.28 g'2 142 1 %7150.0{]0 0 1.13 25.0 73 1.94 1_21 0.67 0.41 0.27 E'3 142 1%7150.000 0 1.19 25.4 73 2.47 1.29 0.71 0.43 0_29 F`4 143 1 9.7200.400 0 1.16 25.0 73 1.75 1.12 0.54 0.41 0.29 143 1 %7200.000 1.13 25.0 73 1.69 1.08 0.62 O.40 0.28 F2 143 1%7200.400 0 1.13 25.0 73 1.66 1.00"' 0.61 0.39 0.28 r3 143 1 o7200.000 0 1.18 25.0 73 1.75 1.12 0.65 0.42 0,28 F4 NQte: AT wooDLAWN 144 1 a7250.000 a 1.15 25.0 72 1.67 1.19 0.68 0.43 0.33 144 1 %7250.000 0 1.13 25.0 72 1.79 1,15 0.66 0.41 0.32 Fz 144 1 %7250. D00 0 1.11 25.0 72 1.79 1.12 0.65 0.40 0.31 F 3 ~44 1 %7250.000 0 1.17 25.0 72 1.84 1.19 0.69 0.43 0.33 Fd 145 1 s7300.000 0 1.16 25.0 72 1.88 1.16 0_67 0.48 0.36 744 1 s730[}.000 01.13 25.0 72 1,79 1.11 0.65 0.46 0.34 F2 145 1%7300.000 0 1.12 25.0 72 1.74 1.08 0,54 0.45 0.34 F3 145 1 %7300. 0(]0 4 1.17 25.0 72 1.84 1.14 0.67 0.47 0.35 P" 146 1 o7350. 0[30 0 1.15 25.0 72 1.63 1.04 0.64 0.44 0.32 146 31 o7350.000 0 1.14 25.0 72 1.58 1.01 0.63 0.44 0.32 F2 146 1 d7354.000 0 1.11 25.{] 72 1.53 0.98 0.61 0.42 0.31 F3 145 1 %7350.000 0 1.18 25.0 72 1.64 1.05 0.65 0.45 0.33 F4 147 1%7400.000 Cl 1.15 25.0 73 1.92 1.22 0.75 0.54 0.40 147 1 07400.000 0 1.14 25,0 73 1.83 1.18 0.73 0.53 0.35 F2 147 1%7400. 0017 0 1.12 25.0 73 1.77 1.15 0.72 0.50 0.39 F3 147 1 %7400.0{70 a 1.18 25.0 73 1.86 1,20 0.75 0.52 0.41 F4 148 1%7950, 00{] 0 1.18 25.0 73 2.44 1.55 0.94 0.64 7.46 148 1%7450.000 01.16 25.0 73 2.33 1.50 0.92 0.63 0.46 F2 148 1 %7450, 000 0 1.15 25.17 73 2.26 1.45 0.9[] 0.62 0.46 E'3 148 1%7450. 000 a 1.20 25.0 73 2.39 1.54 0.94 0.65 ~,0. 47 ~ 4 149 1 %7500.000 a 1.17 25.0 73 ~.89 1.20 0.73 o.5a o.31 1 R.7500.000 0 1.15 25.0 ~3 1.87 1.1$ 0.70 o. 0.35 Fz 149 1 %7500.000 0 1.14 25.0 73 1.e5 1.17 0.70 o 48 0.35 F3 149 1 %asao,ooa 0 1.19 25.0 73 1.95 1.22 0.7 3 .50 0.37 Fa 150 1%7554.000 0 1,19 25.0 73 1.94 1.18 0.66 4.44 0.37 150 1 %7550.000 Q 1.16 25.0 73 1.81 1.11 0.63 0.42 0.34 Fz 150 1 %7554.000 0 1.15 25.0 73 1.76 1.09 0.62 0.42 0.33 F3 150 1 %7550.0(]0 D 1.20 25.0 73 1.86 1.14 0.65 0.44 0.35 F4 151 1 %7600.000 0 1.15 25.0 73 1.71 1.04 0,53 0.43 4.32 151 1%7600.000 01.14 25.0 73 1.55 1.01 0.61 0.43 0.31 FZ 151 1 %7600.000 01.12 25.0 73 1.51 0.98 0.50 .42 0.30 F3 751 1 %7500.000 0 1.17 25.0 73 1.71 1.79 0.63 .44 0.32 L74 152 1 07650.004 0 1.16 25.0 73 1.85 1.07 0.61 .42 0.32 1-52 1 o7650.000 01.13 25,0 73 1.76 1.02 0.59 .41 0.30 c2 152 1%7650.440 a 1.12 25.0 73 1.72 1.04 0.58 .40 0.30 F3 152 11 %755[]. Q(}C1 0 1.18 25.0 73 1.82 1.06 0.61 0.42 0.32 C-4 ' 153 1 %7700,000 0 1.14 25.0 72 1.64 0.96 0. 0.40 0.30 Page 14 A•5AC 5 f s-t Ga r de 5 - o-I s, sar 0 - 3 / ►.0 -fo o- O&aphan e- ~e~ f ~~r►f J ~~a I~ ~ Sr~~ cC olj r~ ~ ~ f~ ~ /1~~ rJ ~ ~j~ ~ ~L = ''f ~ti ~ ~ h Gr J"~ ~ 32tvD.95 153 1%7700.000 0 1_13 ~'S.a 72 1.60 0.94 {].56 0.40 0.30 F? 153 1 s7700. 000 U 1.12 215.0 72 1.57 0.93 0.56 0.39 0.30 F3 153 1 A7700. 0fla 0 1.18 25.0 72 1.68 0.99 0.59 0.41 0.32 :J 154 1%7750.000 0 1.15 25.0 73 1.63 1.00 0.59 0.41 0.30 154 1 %7750. 0(]0 0 1.13 25.0 73 1.58 0.98 0.57 0. 40 0.30 F2 154 1 s7750.000 0 1.11 25.0 73 1.54 0.95 0.56 0.39 4.29 F3 154 1%7750.000 O 1.18 25.6 73 1.65 11.02 0.60 0.42 0.31 F4 155 a7800.000 0 1.15 25.0 72 1.40 0.87 0,51 0.35 0.28 J.:~5 I o7800. fl4[7 0 -1. 13 25.0 72 1.35 0.85 0.50 0.35 0.27 F2 1-53 1%7800.000 01.13 "125.0 72 1.35 0.84 0.50 0.33 0.27 F3 155 1%7800.000 a 7.18 25.0 72 11.42 0.89 0.52 0.35 0.29 F4 155 1 %7850. 000 0 1.16 25.0 72 1.91 1.06 0.61 0.44 4.33 155 1%7854.000 01,14 25.0 72 1.84 1.04 0.60 0.43 0.32 F2 155 1%7850.004 0 1.12 25.4 72 1.77 1.01 0.59 0.42 0.3? c3 155 1%7850. 000 0 1.19 25.0 72 1.89 1.07 0.62 0.44 0.33 F4 157 1 $7900.000 0 1.17 25.0 72 1.87 1.08 0.64 0.46 0.35 157 1%7900.000 0 1.14 25.0 72 1.76 1.03 0.52 0.44 0.35 F2 757 1$7900.000 0 1.14 25.0 72 1.72 7.02 0.51 0.44 0.35 F3 157 1 %7900.000 0 1.18 25.0 72 1.79 1.06 4.54 0.46 0.36 F4 158 1 %7950.000 D 1.16 25.0 72 1.72 1.03 0.59 0.42 0.33 158 1W7950.000 0 1.13 25.0 72 11.64 0.99 0 .E5 8 0.91 0.32 F2 158 1%7950. 000 0 1.12 25.0 72 1.62 0.98 0.57 0.41 [].32 F'3 158 Z o7950.000 D 1.17 25.0 72 1.73 1.04 0.60 0.42 0.33 F4 159 1 %8000.000 0 1.16 25.0 72 1.69 1.10 0.55 0.45 0.34 159 1 %8000.000 0 1,13 25.0 72 1.61 1.05 0.53 0.44 0.34 F2 159 1 $8000.000 0 1.12 25.0 72 1.58 1.04 0.52 0.43 (].34 F3 159 1 %8400.400 0 1.18 25.0 72 1.69 1.11 0.67 0.46 0.36 F4 160 1%8050. 000 0 1.17 25.0 72 2.03 1.21 0.72 0.51 0.38 100 1 %8050.000 a 1.15 25.0 72 2.01 1,20 0.76 0.50 0.38 F2 160 1 %8050 . O0C] 1.14 25.0 72 1.98 1.18 0.69 0.49 0.37 F3 150 1%8050.000 fl 1.21 25.0 72 2.10 1.26 0.74 0.52 0.40 F4 161 1%8100.000 C] 1.15 25.0 72 1.74 1.02 0.50 0.42 0.32 161 Z o8100.000 0 1.14 25.0 72 1.59 0.99 0.59 [].41 0.32 c2 151 1°s8100.000 0 1.12 25.0 72 1.63 0.96 0.57 0.40 0.31 F3 161 1$8106.000 0 1.18 25.0 72 1.72 1.01 0,60 0.42 0.32 F4 162' 1 o8150.000 0 1.14 25.0 73 1.69 0.99 0.61 4.43 0.3' 152 1%8150. 000 0 1.13 25.0 73 1.63 0.96 0.60 0.42 0.32 F2 162 1 08150.000 01.12 25.0 73 1.51 0.95 0.59 0.42 0.31 F3 162 1%8150.000 0 1.18 25.0 73 1.73 1.01 0.53 0.44 0.33 E'4 763 1°s8204.000 0 1.15 25.0 72 1.71 0.89 0.47 0.32 0.24 153 1%8204.000 0 1.13 25.0 72 1.65 0.86 0.46 0.32 0.23 F2 163 I o8200.000 Cl 1.12 25.0 72 1.62 0.84 0.45 0.31 0.23 F3 163 1 s8200.004 0 1.17 25.0 72 1.71 0.89 0.48 0.33 0.25 F4 164 1 s8250. 000 0 1.15 25.0 73 1.45 0.73 0.43 0. 31 0.24 154 1%82SO.000 0 1.13 25.0 73 1.42 0.71 0.42 0.30 0.23 c2 Page 15 ~ ~~a +WG)cw^ . pO}P ~ ka ~ r~ + 2 a a c4 IL a T G r J~ 4' 32ND.95 - 164 1 %$zso.aoa o 1.11 25.0 73 1.39 0.70 a.41 0.30 0.23 F3 364 1 %8250.000 0 1.17 25.0 73 1.47 0.73 0.43 0.31 0.24 F4 Nate: AT CLINTON ' 165 1 p8300 . (700 Q 1.16 25.0 71 1.38 0.89 0.50 0.35 0.27 ~05 1 %83~10.000 0 1.1" 25.0 7i 1.53 t~.87 0.49 t~.35 0.26 ~'2 165 1 %8300.000 a 1.13 25.0 71 1.49 0.55 0.43 0.34 0.26 F3 165 1%8300.000 0 1.18 2.5.0 73 1.57 0.90 0.51 0.35 0.27 r4 165 1%8350 . JQQ Q1. 15 25.0 ?1 1.42 0.75 0.40 0.28 0. 22 155 1%8350.000 0 1.13 25.0 71 1.36 0.73 0.39 0.29 0.21- F2 166 1 %8350. fJ00 0 1.12 25.0 71 1.32 3.72 0.38 0.27 0.22 F3 i 66 1%8350. 000 0 1.17 25.0 71 1. 38 0.75 0.40 0.28 0.22 Ic'd 167 1 %8400.0C10 0 1.15 25.0 72 1.52 0.91 0.53 0.40 0.32 ~'2 e67 1 "s8400.0O~J 0 1.13 25.0 72 1.45 0.88 0.52 0.39 0.31 167 1 %84[]0. [100 fJ 1.13 25.0 72 1.45 0.87 0.52 4.39 0.31 F3 157 1%8400.(]C]€] 0 1.17 25.0 72 1.50 0.90 0.54 0.40 0.32 F4 168 1%8450.000 0 1.17 25.0 70 1.50 0.85 0,44 0.30 0.23 158 1 %8450.000 0 1.14 25.0 70 1.53 0.82 0.43 0.29 0.22 F2 168 1 %8450.000 0 1.13 25.0 70 1.50 0.81 0.42 (].29 0.22 F3 168 1 a8450. Of]C1 0 1.18 25.0 70 1.58 0.84 0.44 0.31 0.23 F4 169 1%8500 . Cl(?(3 D 1.17 25.0 71 1.97 1.03 0.62 0.42 0.35 169 1 %$500.040 a 1.14 25.0 71 1.91 0.99 0,60 [}.42 0.33 E"2 169 1 %8500 . flOQ D1. 14 25.0 71 1.90 0.99 0.60 0.42 0.33 F3 159 1 %8500 . OO0 0 1.18 25.0 71 1.98 1.03 0.62 0.44 0.34 F4 170 1 $8550.000 0 1.7.8 25.0 72 1.68 0.85 0.40 0.25 0.19 17E1 1 %8550. Qf]4 Q 1.16 25.0 72 1.61 0.82 0.39 0.23 0.18 F2 170 1%8550. D00 0 1..1425. 0 72 1.55 0.80 0.38 0.24 0.18 F3 170 1 %8550.000 Q 1.18 25.0 72 1.63 0.84 0.40 0,25 0.19 ri 171 1%85177 . 0OQ 0 1.18 25.0 72 2.03 0.98 0.46 0.29 0.21 171 1%8600.000 01.15 25.0 72 1.97 0.94 0.45 0.28 0.20 E'2 171 1 %8600. OO0 0 1.15 25.0 72 1.94 0.92 0.44 0.28 0.20 F3 171 1 %8600.000 0 1.21 25.0 72 2.04 0.98 0.46 0.29 0.21 N 172 1%8550,000 01.16 25.0 72 1.64 1.07 0.53 0.32 0.29 172 1 %e650.000 a 1.14 25.0 72 1.59 1.05 0.61 0.32 0.28 Fz 172 1 %8650.000 o 1.12 25.0 72 1.56 1.03 0.60 0.32 0.28 F~ 172 1 %8650,000 v 1.18 25.0 72 1.65 1.09 0.64 0,34 0.29 F4 173 1%8700.006 0 1.17 25.0 73 1,53 0.99 0.59 0.39 0.30 173 1%8700. 0{70 0 1.14 25.0 73 1.44 0.95 0.57 0.37 0.29 F2 173 1 s8700.000 0 1.12 25.0 73 1.41 0.92 0,55 0.36 0.28 E'3 173 1%870[].000 0 1.18 25.(] 73 1.49 0.98 0.59 0.39 0.30 E'4 174 1 %8750.000 a 1.16 25.0 73 1.36 0.86 0.48 0.33 0.22 174 1 %8750.000 a 1.13 25.0 73 1.30 o,s? 0.46 0.33 0.21 -C z 174 1 %8750.000 Q1.13 25.0 73 1.30 0.82 0,46 0.33 0.22 F3 174 1 %8754.000 fl 1.19 25.0 73 1.39 0.87 0.49 0.34 0.23 F4 175 1%8800.000 0 1.15 25.0 72 1.14 0.79 0.48 0.31 0.22 175 1%8800,000 D 1.13 25.0 72 1.10 0.77 0.47 0.30 0.22 F2 Page 16 ~ ~Il~ 5cf:on ; [l - Pa% emCni Kchahilnah«n Tn the AASNTQ Gu=dc, detaiPcd proccdures am pro% ided zea insurc rhat the detlecrions rased to de¢ennme EgG are Qutside the pressurc 6u16 Frnrn the test ]vad Tv inasr aceurarely rcpresent the subgrade sciffncss. hnwcver, the deflecriorrs closest to the Inad wzthout being directly effected by the pressure bulb shvuld be used. SnFT underlying fayers wiI] have [he greatesd effect vn det7ecrians furthermosr Frrtm the test lead. Fvr exarnple in cascs where rocal surFacang dcpths are arvund 11.3 in (300 inm), dc6lecnons taken around 23.6 in {600 mm} shcsuld be used tv derermmE EgCj. ln a recent NCHRP study [7 16] which will be used to re►+isc Pan 11[ oFthe AASHT[1 Pavement Gusde [i.t 5 1. it is recommended ihat the foilowmg equa dQn be uscc1 to SoPve For suisgrade madulns. . _MR = P(I • p'-)/W[DF)fr} (Ey 7.1b) . where MR = backcaicula[ed subgradc resilient onoduius 4Psi1. P = appi:cd laad (lbs). Dr = paveinrnt surfacc dcflecnan a distancc r fram the eer+tcr af the load plate 4inches9, and r - disrance fram eenter nFload p9ate to Qr (inches). Using a Pvssson's ratin oF 0 40, Equatson 7[ fa reduces ro MR = 0 Uf 114 (PlDr) {ER 713) MR = 000743 f PIa3 f Eq. 7.1 8~ MR = O.00553 {PIDa} Eq 7 89) fQr sensor spacangs nf 2 ft(6 10 mixr 1. 3ft (914 inm). and 4 ft (1219 mm) !f a Poasson's ratio of 0.45 is used iruzcad for the samc scnsor spacings, the equanuns bccomc MH = 0.0I058(AJI),) {Eq, 7.20} MR w0 00705 (PID3) (Eq. 7.21 ) NEK = 0.90524 {PIC]a) {Eq 7 22) Darrcr et ai. (7161 recosnmcnds that the deflccucrr used Far subgrade anodulus dctermmshvn should be takcn at a drstance at Ieast 0.7 times ria, whcre r:s the radial distancc to the deflectian sensor and ag is rhc radiai dimcnsion nf the applied strrss buib ac the subgradr "surFace." The a, dimcnsron can be derrrmined Frvm the Folinwrrtg , a Ef, xt p M K - wltrrc ai = rarlsus nf siscss huih rt the subgradr=pavcmtnt intcrfacc, luly 14V$ 7-70 ~ ~~~6 Midilnme East, 3rd Addttton F'roject Number MOO 970 Spakane, WA 1 ' ~JUr.c ~°r Zora~ J TABLE l I LAB(]RATGRY SUMMARY LfNI'FS L{3CA'PiOAf McDonald Street & 35th AVe Wancilamd 'Ilriae 8c 35th Aae Mc❑anald Street & 36th pr+e TES3' P[T NLTMBER 1 1 2 2 3 3 ❑EPTH TOP ft 'lz S 'I~ 7 4 7 BOTTDM ft 1`/z 10 1 9 f 9 SAMP1-E 7'YPE Bulk Bulk Bulk Bulk Bulk Bulk MO15TURE ~ °fo 7.1 3,2 ~ 5.5 5.2 ~ 7.5 36 LlQUlD LZM1T °Jo 38 39 - PLASTIC L[MfT % 25 25 RLAS'I'1CITY [NDEX % 13 14 UNIFIED CLA55IFICAT[C3N GP-GM CiP-GM ~ GM ~'iW C'iM GW 6" Cf]BBLES 1 o0 1 UQ l Ot3 3" 88 100 1o0 1oD 92 9(} S 1'I2" °fo 80 83 79 88 87 89 1 1" 74 76 75 75 81 @D E 314" GRAVEL p 67 70 68 59 75 57 V 1i2" A 54 62 58 42 64 52 E 3!8" s 41 52 4$ 32 55 35 #4 s 29 37 35 21 40 19 S # 1 U [ 23 20 25 12 29 } 1 #Ifi N 21 ll 22 9 25 fi • Z 430 SANT1 G 19 8 20 7 22 5 E 040 18 7 19 6 21 4 9100 15 $ 17 5 19 4 9200 12 5 15 4 lb 3 SPLT ~ budinger & assaclates, inc. gevtechnical & mteriaf engineers ~ o I'C az-e, wA ~ Design Requiremenrs F2.;.6e M.4m. ~UC~~ S 7~ir/a~Jf-!5 ~ Rvadbed ~ ~ Soit RelatiVe . Manth Modulus, Ilamage, Mfl 4Psik u r .~T Jan ~ . 1 ~-0 -3,1~ ~ 02.0 20 ~ o ~ Feb°'9 113 10D # t~,',Iro . G a 9 Mar. a 15yro ~n pr. ` I ~ a .1D May ~ m cV !.b 14.~ 00 ~ .07,5 '.~G~1$ ~ W ~ c~ 5 C ~ Oo I. U'L ~ c a co July 2 W 0 ~ x co " pug, Z I n V m 7.~ ~ ~ Sept• ~ Q ~ 0.9 ~3~I~J ~ • a3x.-' ~ vc:. ~ Ibq1v ~ •o3z IVQV ~ 5.0 . . Dec~1.'~ 1 5'f10 ~ 10.0 5ummarian. Zu f 13.0 _ r~. ~~J I~►reraga: uf E n ! 2- EffaciiVe itoadhed Soil Fiesifierrt Madulus. MR (psi) ; 1~1 DW ieorresppnds to -6) Figure2.3. Chart for estimating effectiVa roadbod sail reeilient modulu$ fvr flexible paVaments designed ueing the serviceability crtiterie. i ~ . , r ~ . , NOMOGRFP'li 9QI,1IES: P5I ~ ~ ~ 4.2 - i.~ ~ logYD 8 s ZR •5a 9.36*ZvglO~S'~+1] - 0.2{1 + ~ 1094 ` + 2.3~~].~l[1~1A ° 8.~7 ~ 3 0.40 * 5,19 ~ {~1+1 ] ~ ri o ~L a TL D85f4n SErviCeobFli1y LOSS, &F'S1 b r 10 y~rl i 1 1 ~ - 99.9 'J,U U) p y _ - ~v n 4 ~A v ZO , 10 •9g o b .8 10 ,pQ ~o 5 ~ J E 0 9v s 0: YZ 4 .OS c cn f ~ Bo ~v~Utllm.Cie~ _ - _ 7G J 1. ~ , I C30 • WEg „ryX1Q~ 9 8 7 6 S 4 3 ! r ~ R W 95 % Oesign Slruciurol Number, 5 d ~Prv'~L'C~ C1d5~ J 5O' {}.35 z 0 141R = FJO00 psf 4P51 = 1.9 ~ Salution: 5N - 5.0 Figure 3. i. Deaign chart for flexlble pavernanta based an usfng nnean valuaa +for aach fnput. = ~ ~ AF ~5 e May 30, 2001 Chuck: As you requested, here is the raw data from our R.oad-Rater, in the vicinili'y af Woqdlawri south of ' 32"6. t am told that the rriethod to canvert thss dafia to Mr aalues, and then to a pavement section design may be found either in the W5Q(?T Pauement Guide, or un the AABHT[J pavement desigin manual. Ptease nate tEtai soils saznpling along the intended Wdnrilarvn alignment wiII still be needed. Those methods and proceclures are nated 'un Technical Reference S of rhe Spokane Gouaty Srandards for Road and Sewer Corasdruction. I am na# sure how fae yvu intend to excartate to reach subgrade, but we have experienced t+ery Eaw mQduIus values in the silty topsoils in this area. If you have any questions ahout proressing this informativn, orsr PaWement Nlanagemern Tech, Howard Hamby, wauld be the hest gerson to contact I-TToward rnay be rear.hed at 477-3600. Please let xt~e know i$'i may af further assistanee. 32Nn.95 R32nd.95 PAVEMGT\dESIGNICR P132ND.95 Date-Time: 05-10-1995 08:21:03 Sensors: 5 Heztz: 25 Lacatian: 32ND AVE MP 0.0 AT UNIVERSITY TQ MP AT SR-27 Temp: Operatar: MpWARD Zdsm: a P Multi-force: 4 Force: 1.20 1. 2C: 1.20 1.20 ~ ~omments : 50 FaOT DEsIcnr sTATZOnr~ CLav x A~vDi DRY t~ate: BEGTN FIRST.'FEST AT ~IP 107~ FEET[EAST CJk' UNIV~RSZTYI Z 1 0.000 0 1.20 25.0 65 1.28 1.03 0.75 0.56 0.45 1 1 0.000 0 1,18 25.0 65 1,24 1.00 0.73 0.55 0.44 F2 1 1 0.000 ❑1.17 25.0 65 1.22 0.98 0.72 0.59 0.43 F3 1 1 0.000 0 1.23 25.0 65 1.29 1„04 0.77 0.58 0.45 F4 2 1 150.(]0(] 0 1.21 25.0 64 1,57 1.19 0.80 0.56 0.43 2 1 150.700 0 1.21 25.0 64 1.55 1.18 0.80 0.57 4.44 F2 2 1 150.000 a 1.18 25.0 64 1.50 1.14 0.77 0.54 0.41 F3 21 15[]. f100 0 1.24 25.0 64 1.58 1.20 0.82 0. 57 0.44 F4 3 1 200.0(]0 0 1.19 25.0 65 1.40 1.11 0.79 0.56 (].45 3 1200. Q00 01. 18 25.0 55 1.38 1.10 0.79 0. 57 0.45 F2 3 1 200. 000 a 1.17 25.0 65 1.35 1.08 0.77 0.56 0.44 F3 3 1 200.000 a 1.22 25.0 55 1.42 1.13 0.81 0.59 0.46 F4 41 250.000 0 1.20 25.0 55 1.85 1.46 1.01 0.72 4.56 9 1 25[]. 0OQ 0 1.19 25.0 65 1.80 1.42 0.99 0.70 0.54 F2 4 1250.000 0 1.18 25.0 55 1.78 1.4{] 0.98 0.70 0.54 F3 4 1250.000 1.23 25.0 65 1.87 1.47 1.03 0.73 0.57 F4 51 300.000 0 1.19 25.0 66 2.22 1.60 1.04 0.74 4.59 5 1 300.000 0 1.18 25.0 66 2.20 1.58 1.43 0.74 0.58 F2 5 1300.000 0 1.17 25.0 66 2.15 1.55 1.00 0.72 0.57 E'3 5 1300.000 0 1.22 25.[] 66 2.26 1.63 1.05 0.76 0.60 F4 6 1 350.000 0 1.18 25.0 55 1.85 1.35 0.89 0.63 0.49 6 1 354. 0QD 0 1.17 25.0 65 1.82 1.34 0.88 0.62 0.48 F2 61 350.000 0 1.16 25.0 65 1.80 1.33 0.87 0.61 0.48 F3 61 350.000 01. 21 25.0 65 1.90 1.40 0.91 0.64 0.51 F4 7 1 900.000 0 1.17 25.0 65 1.89 1.43 0.95 0.57 0.51 7 1 400.000 0 1.16 25.0 55 1.85 1.41 0.93 0.65 0.50 F2 7 1 400.000 0 1.15 25.0 65 1.83 1.39 0.91 0.65 0.50 F3 71 400.000 0 1.21 25.0 65 1.96 1.49 0.99 0.70 0.54 F4 8 1 450. QDO Q 1.18 25.0 65 1.88 1.42 0.94 0.68 0.54 8 1 450.000 0 1.16 25,0 65 1.82 1.38 0.92 0.66 0.52 F2 8 1 450,[}00 01.16 25.0 55 1.81 1.38 0.91 0.65 0.52 F3 8 1 450.000 0 1.21 25.0 65 1.91 1.47 0.97 0.74 0.55 F4 Page 1 32ND.95 9 1 500.000 01.16 25.0 65 1.72 1.30 0.86 0.61 0.46 9 1 500.000 01.16 25.0 65 1.69 1.29 0.85 0.61 0.48 F2 9 1 500.000 0 1.15 25.0 65 1.67 1.28 0.85 0.60 0.47 F3 9 1 500.000 0 1.20 25.0 55 1.75 1.33 0.88 0.52 0.49 F4 10 1 550.000 D 1.17 25,0 54 1.93 1.42 0.91 0.62 0.47 10 1 550.000 0 1.16 25.0 64 1.88 1.40 0.90 0.51 0.46 F2 10 1 550.000 0 1.16 25.0 64 1.87 1.40 0.90 0.61 0.46 F3 14 1 550,000 0 1.19 25.0 64 1.93 1.45 0.92 0.63 0.47 F4 11 1 500.000 0 1.27 25.0 64 2.58 1.81 1.14 0.78 0.60 11 1 600.000 0 1.25 25,0 54 2.51 1.78 1.13 0,78 0.60 F2 11 1600.000 0 1.24 25.0 64 2.94 1.74 1.09 0.75 0.58 F3 11 1 600.000 0 1.28 25.0 54 2.53 1.82 1.14 0.78 0.60 F4 12 1650.000 0 1.18 25.0 65 2.46 1.69 1.06 0.72 0.55 12 1 650.000 o 1.16 25.0 65 2.37 1.64 1.02 0.71 0.54 Fz 12 1 650.000 o 1.16 25.0 65 2.33 1.61 1.00 0.69 0.53 F3 12 1 E50.000 D 1.20 25.0 65 2.43 1.69 1.05 0.72 0.55 F4 13 1 700.000 o 1.18 25.0 64 2.44 1.e7 1.22 0.84 0.64 13 1 700.000 0 1.16 25.0 64 2.3e 1.82 1.19 0.82 0.62 F2 13 1 700.000 Q 1.16 25.0 64 2.35 1.80 1.18 0,81 0.62 F3 13 1 700.000 0 1.21 25.0 64 2.48 1.90 1.24 0.e6 0.65 F4 14 1 750.000 a 1.18 25,0 65 2.16 1.60 1.03 0.72 0.57 14 1 75-0.000 a 1.18 25.0 65 2.17 1.62 1.05 0,75 0.59 F2 14 1 750.000 0 1.16 25.0 65 2.08 1.56 1.01 0.71 0.56 F3 14 1 750.000 0 1.21 25.0 65 2.19 1.65 1.06 0.74 0.58 F4 15 i sao.oao 0 1.16 25.0 65 2.03 1.61 1.10 0.79 0.62 is i e00.000 o 1.16 25.0 65 2.03 1.62 1.11 0.80 0.63 F2 15 1 800,000 a 1.14 25.0 65 1.97 1.57 1.07 0.77 0.60 F3 15 1 800,000 0 1.19 25.0 65 2.08 2.65 1.12 0.81 0.63 F4 ss 1 850.000 0 1,16 25.0 ss 2.23 1.73 2.15 0.78 0.61 16 1 850.000 0 1.15 25.0 66 2.19 1.70 1.13 0.76 0.60 F2 15 1 850.000 0 1.15 25.0 65 2.19 1,71 1.14 0.77 0.51 F3 16 1 850.004 0 1.19 25,0 65 2.27 1.78 1,18 0.80 0.E2 F4 17 1 900.000 01.16 25.0 56 2.17 1.73 1.23 0.91 0.72 17 1 900.000 01.15 25.0 56 2.15 1.72 1.23 0.91 0.70 F2 17 1900.000 0 1.15 25.0 66 2.13 1.70 1.22 0.90 0,73 F3 17 1 900.000 0 1.19 25.0 66 2.21 1.77 1.27 0.94 0.74 F4 18 1 950.000 Q 1.22 25.0 55 2.62 2.02 1.37 0.97 0.78 18 1 950.000 0 1.13 25.0 55 2.42 1.85 1.27 0.90 0,69 F2 18 1 950.000 0 1,13 25.0 55 2.43 1.85 1.28 0.90 0.59 F3 18 1 950.000 0 1.20 25.0 65 2.58 1.98 2.35 0.96 0.74 F4 19 1 %1000.000 D 1.15 25,0 65 2.29 1.78 1.24 0.88 0.56 19 1 %1000.000 0 1.14 25.0 65 2.25 1.76 1.23 0.87 0.66 F2 19 1%1400.000 0 1.14 25.0 65 2.25 1.76 1,23 0.87 0.66 F3 19 1%1000.000 0 1.20 25.0 55 2.38 1.86 1.30 0.92 0.70 F4 20 1%1050.000 0 1.14 25.0 65 2.09 1.64 1.11 0.75 0.57 Page 2 32ND.95 20 1 %1050. 000 0 1.14 25.0 65 2.07 1.63 1.10 0.76 0.56 F2 20 1 %1050. 000 Q 1.13 25.0 55 2.04 1.60 1.08 0.74 0.55 F3 20 1%1050.000 01.18 25.0 65 2,16 1.70 1.15 0.79 0.59 F4 21 1 %1100. 000 0 1.14 25.0 63 1.98 1.52 1.02 0.72 0.56 21 1%1100.000 0 1.14 25,0 63 1.95 1.51 1.02 0.71 0.55 FZ 21 1%1100.000 a 1.13 25.0 63 1.93 1.50 1.01 0.71 0.55 F3 21 1 %1100 . fl0i} a 1.18 25.0 63 2.03 1.57 1.06 0.74 0.57 F4 22 1%1154.000 1.14 25.0 55 2.19 1.70 1.16 0,82 0.63 22 1%1150.000 0 1.12 25.0 55 2.14 1.67 1.13 0.80 0.62 F2 22 1%1150.000 0 1.11 25.0 65 2.13 1.55 1.12 0.79 0.61 F3 22 1 %1150.000 0 1.17 25.0 65 2.26 1.75 1.18 0.84 0.54 F4 23 1%1200.000 0 1.15 25.0 65 2.43 1.82 1.22 0.85 0.64 23 1%1200.000 o 1.15 25.0 65 2,40 1..80 1.21 0.85 0.53 F2 23 1 %1200.000 0 1.13 25.0 65 2,36 1.78 1.19 0.83 0.63 F3 23 1%1200. DDQ 0 1.19 25.0 65 2.48 1.87 1.25 0.88 0.67 F4 24 1%1250. 000 U 1.14 25.0 65 1.85 1.44 0.98 0.67 0.51 24 1 %125[].000 1.12 25.0 65 1.78 1.39 0.94 0.65 0.50 F2 24 1%1250.000 0 1.11 25.0 65 1.75 1.37 0.93 0,64 0.49 F3 24 1%1250. 000 0 1.17 25.0 55 1.86 1.47 0.99 0.69 0.53 F4 25 1%1300. C}0Q a1. 19 25.0 54 3.89 2.50 1.47 0.98 0.72 25 1 %1300. D0C7 0 1.21 25.0 69 3.96 2.55 1.50 1.00 0.73 F2 25 1 %1300.000 01.21 25.0 64 3.91 2.52 1.48 0.99 0.73 F3 25 1%1300.000 01.29 25.0 64 4.21 2.74 1.62 1.07 0.77 F4 Note : AT PIERCE 25 1%1350.000 0 1.19 25.0 65 3.22 2.34 1.49 1.01 0.76 26 1%1350.0~00 0 1.18 25.0 55 3,14 2.28 1.45 0.99 0.75 E2 26 1%1350.000 Q 1.17 25.0 65 3.11 2.27 1.4E 0.99 0.75 F3 26 1%1350.040 0 1.22 25,0 65 3.29 2.40 1.53 1.04 0.78 F4 27 1%1400.000 0 1.14 25.0 64 1.69 1.28 0.87 {].62 (].47 27 1%1400.000 D 1.12 25,0 64 1.64 1.25 0.85 0.60 0.46 F2 27 1 %1400 . 00[} 0 1.12 25.0 64 1.61 1.23 0.84 0.59 0.45 F3 27 1%1400.000 0 1.16 25.0 64 1.68 1.29 0.89 0.63 0.48 E'4 28 1%1450.000 0 1.16 25.0 65 2.18 1.55 1.49 0.75 0.58 28 1%1450,000 0 1.15 25.4 65 2.12 1.50 1.05 0.73 0.57 F2 28 1 %1450.440 0 1.12 25.(] 65 2.04 1,55 1.02 0.70 0.53 F3, 28 1 %1450.000 0 1.19 25.0 65 2.18 1.67 1.10 0.76 0.59 F4 29 1 %1500.000 0 1.16 25.0 65 1.80 1.33 0.87 0.61 0.47 29 1%1500.000 0 1.12 25.0 66 1.73 1.29 0.84 0.59 0.45 F2 29 1%1500.000 fJ 1.13 25.0 66 1.71 1.28 (}.84 0.58 0.45 F3 29 1 %1500.000 0 1.16 25.0 55 1.78 1.33 4.87 0.50 0.45 F4 30 1%1550. 00(] 0 1.14 25.0 65 2.24 1.64 1.08 0.75 0.56 30 1 %1550. 000 0 1.12 25.0 65 2.18 1.61 1.06 0.74 0.56 F'2 30 1%1554.000 Cl 1.12 25.0 65 2.14 1.58 1.04 0.73 0.55 E'3 30 1 %1550.000 4 1.17 25.0 66 2.25 1.68 1.10 0.77 0.58 €'4 31 1%1500.000 0 1.15 25.0 67 2.35' 1.77 1.16 0.81 0.62 Page 3 32ND.95 31 1%1600.000 0 1.13 25.0 67 2.28 1,72 1.13 0.79 0.60 F2 31 1 %1600.000 0 1.13 25.0 57 2.26 1.71 1.12 0.79 0.60 F3 31 1%1600.000 0 1.18 25.0 57 2.39 1.81 1.18 0.83 0,54 F4 32 1%1550.000 0 1.15 25.0 67 2.22 1.64 1,07 0.74 0.59 32 1%1650.000 01.14 25.0 57 2.14 1.58 1.03 0.71 0.57 F2 32 1%1650.000 0 1.12 25.0 67 2.12 1.56 1.02 0.71 0.56 F3 32 1%1650.000 0 1.18 25.0 67 2.22 1.54 1.07 4.75 0.59 F4 33 1 %1700.004 0 1.15 25.0 65 2.09 1.55 1.06 0.77 0.59 33 1%1700.000 0 1.14 25.0 65 2.03 1.53 1.05 0.75 4,59 F2 33 1%1700.000 0 1.13 25.0 65 2.00 1.51 1.04 0.75 0.58 F3 33 1 %1700.000 01.17 25.0 65 2.10 1.59 1.09 0.79 0.61 F4 34 1 %1750.000 Q 1.14 25.0 66 2.25 1.60 1.05 0.76 0.59 34 1%1750.400 0 1.12 25.0 66 2.17 1.55 1.03 0.74 0.58 F2 34 1%1750.040 0 1.12 25.0 66 2.14 1.53 1.01 0.73 0.57 F3 34 1%1750.000 0 1.17 25.0 65 2.25 1.61 1.07 0.77 0.60 F4 35 1%1840.000 a 1.14 25.0 66 1.93 1.47 6.95 0.65 0.50 35 1 %1800.000 4 1,12 25.0 66 1.89 1.44 0.93 0.54 0.49 F2 1%1000.000 n 1.10 25.0 5E 1.87 1.43 0.92 0.63 0,48 F3 35 1 %1800.000 0 1,16 25.0 56 1.96 1.49 0.96 0.66 0.50 F4 36 1 %1850.000 0 1.15 25.0 67 2.23 1,67 1.06 0.70 0.51 35 1 %1850.000 0 1.13 25.0 67 2.16 1.62 1,03 0.69 0.50 F2 36 1%1850.004 41.12 25.0 67 2.12 1.59 1.01 0.67 0.49 F3 36 1%1850.000 fl 1.18 25.0 67 2.23 1.68 1.07 0.71 0.52 F4 37 1 %1900.000 0 1.16 25,0 67 2.80 1.91 1,17 0.79 0.58 37 1 %1900.000 01.15 25.0 67 2.73 1.87 1.14 0.78 0.57 F2 37 1%1900.000 fl 1.13 25.0 67 2.54 1.82 1.11 0.75 0.55 F3 37 1 %1900.000 0 1.19 25.0 67 2.74 1.89 1.16 0.79 0.58 F4 38 1%1950.000 0 1.13 25.0 67 1.88 1.47 1.00 0.69 0.52 38 1%1950.000 0 1.13 25.0 67 1.84 1.45 0.99 0,68 0.52 F2 38 1%1950.000 0 1.11 25.0 67 1.81 1.42 0.97 0.67 0.51 F3 38 1%1950.000 0 1.16 25.0 67 1.89 1.49 1.01 0.70 0.53 F4 Note: AT SKIPWORTH 39 1%2000.000 0 1.14 25.0 56 1.63 1.16 0.78 0.55 0.42 39 1%2000.000 0 1.12 25.0 56 1.55 1.14 0.76 0.53 0.40 F2 39 1%2000.000 D 1.11 25.0 66 1.53 1.13 0.75 0.53 0.90 F3 39 1%2000.000 0 1.16 25.0 66 1.60 1,19 0.79 0.55 0.42 F4 40 1%2050.000 0 1.15 25.0 65 1,.42 1.09 0.77 0.59 0.47 40 1%2050.000 0 1.11 25.0 65 1.35 1.04 0.73 0.55 0.44 FZ 40 1%2050.000 4 1.11 25.0 65 1.33 1.03 0.73 0.54 0.43 F3 40 1%2050.040 0 1.15 25.0 65 1.38 1.07 0,76 0.56 0.45 F4 41 1 %2100.000 0 1.12 25.0 56 1.55 1.12 0.71 0.51 0.40 41 1 %2100,000 0 1.10 25.0 65 1.52 1.09 0.70 0.50 0.40 F2 41 1%2100.000 0 1.10 25.0 65 1.51 1.09 0.70 0.50 0.40 F3 41 1 %2100.000 0 1.15 25.0 66 1.58 1.14 0.73 0.52 0.41 F4 42 1%2150.000 0 1.14 25.0 66 1.61 1.18 0.75 0.52 0.41 1 Page 4 32ND.95 42 1 %2150.000 0 1.12 25.0 66 1.56 1.14 4.73 0.51 4.40 F2 42 1 %2154.000 Q 1.11 25.0 55 1.53 1.13 0.72 0.50 0.40 F3 42 1%2150. 000 0 1.18 25.0 56 1.63 1.20 0.76 0.53 0.42 k'4 43 1%2200.000 0 1.12 25.0 65 1.93 1.48 0.99 4.69 0.52 43 1%220(] .00E7 0 1.11 25.0 66 1.89 1.45 0.98 0.68 0.52 F2 43 1t2200.000 0 1.21 25.0 66 2.07 1.60 1.08 0.75 0,57 F3 43 1%2200.0{}0 0 1.15 25.0 66 1.93 1,49 1.04 0.70 0.53 F4 44 1%225[].0(}0 0 1.13 25.0 55 2.29 1.70 1.13 0.77 0.57 44 1 %2250.000 0 1.12 25.0 66 2.22 1.6E 1.10 0,75 0.56 F2 44 1%2250.000 0 1.21 25,0 66 2.43 1.82 1.21 0.82 0.60 F3 44 1%2250.000 0 1.16 25.0 66 2.31 1.73 1.15 0.79 {].58 F"4 - 45 1%2300.000 Q 1.12 25.0 68 1.98 1.51 1,04 0.75 0.59 45 1%2300. 000 Q 1.12 25.0 68 1.96 1.50 1.04 0.76 0.59 F2 45 1%2300.000 D 1.20 25.0 68 2,13 1.63 1.12 0.82 0.64 F3 45 1%2300. 000 0 1.15 25.0 68 2.01 1.54 1.06 0.77 0.60 E'4 45 1 %2350 . 000 a 1.12 25.0 57 1.98 1.58 1.12 0.83 0.65 46 1°s2350.000 0 1.11 25.0 67 1,93 1.54 1.09 0,81 0.64 F2 40 1 a2350.000 C 1.20 25,0 67 2.10V 1.60U 1.19 0.80V n, ;r0 F3 46 1$2350. 400 0 1.15 25.0 67 2.00 1.61 1.14 0.84 0. 67 F4 47 1%2400. 000 0 1.12 25.0 67 1.93 1.48 0.97 0.69 0.54 47 1%2400.000 Cl 1.12 25,0 67 1.92 1.48 0.97 0.69 0.55 F2 47 1%2400.000 fJ 1.18 25.0 67 2.05 1.58 1.03 0.72 0.57 F3 - 47 1%2400.000 0 1.14 25.0 67 1.95 1.50 0.99 0.69 0.55 F4 48 1%2450.060 0 1.11 25.0 55 1,81 1,36 0.94 0.70 0.57 48 1%2450 . il0O 0 1,11 25.0 66 1.77 1.34 0.94 0.7{] 0.57 F2 48 1%2450.000 0 1.18 25.0 66 1.89 1.43 0.99 0.73 0.60 F3 48 1%2450. 000 0 1.13 25.0 66 1.79 1.36 0.94 0.70 0.57 F9 49 1%2500.000 0 1.12 25.0 67 1.83 1.40 0.96 0.68 0,52 43 1 %25O0. D0O a 1.20 25.0 67 1.94 1.50 1.03 0.73 0.56 F2 49 1$2500.000 U 1,19 25.0 67 1.92 1.48 1.02 0.72 0.56 F3 49 1%2500. 0410 0 1.15 25.0 67 1.85 1.44 0.99 0.70 0.55 F4 50 1 %2550. 000 0 1.17 25.0 67 2.14 1.55 1.03 0.74 0.58 50 1%2550. 000 0 1.24 25.0 67 2.27 1.65 1.11 0.80 0.63 F2 50 1%2550 . 000 Cl 1.23 25.0 67 2.22 1.61 1.08 0.79 0.62 F3 50 1%2550.000 0 1.18 25.0 6-7 2.09 1.53 1.03 0.74 0.58 F4 51 1 s2500.000 17 1.11 25.0 58 1.67 1.34 0.95 0.71 0.55 51 1 o2600.400 Q 1.19 25.0 68 1.80 1.44 1.09 0.76 13.60 E'2 51 1%2600. 000 0 1.18 25.0 68 1.75 1.42 1.02 0.75 D, 59 F3 51 1%2640.000 4 1.13 25.0 68 1.67 I.35 0.97 0.71 0.55 F4 Nr]te ; AT BOWDT S 52 1%2550.000 0 1.14 25.0 68 2.48 1.95 0.84 0.58 0.45 52 1 %2650.000 Q 1.21 25.0 68 2.68 1.57 0.91 0.63 0.48 FZ 52 1%2650.000 0 1.21 25,0 68 2.53 1.55 0.90 0.63 0.48 F3 52 1%2650.000 4 1.15 25.0 68 2,49 1.47 0.86 0.60 0.46 F4 53 1 %2700. 0OL} 0 1.16 25.0 68 2.30 1.39 0.84 0.60 0.48 Page 5 32ND.95 53 1%2700.000 0 1.24 25.0 58 2.47 1.49 0.90 0.64 0.51 F2 53 1%2700.000 0 1.23 25.0 68 2,93 1.47 0.89 0.64 0.51 F3 53 1 %2700.000 0 1.18 25.0 68 2.30 1.39 0.85 0.61 0.48 F4 54 1%2750.000 a 1.13 25.0 58 2.56 1.84 1.09 0,78 0.62 54 1 %2750.000 0 1.21 25.0 68 3.05 1.99 1.18 0.84 0.57 FZ 54 1%2750.000 0 1.20 25.0 68 3.03 1.96 1.16 4.83 4.66 F3 54 1 %2750.000 01.15 25.0 68 2.86 1.86 1.11 0.79 0.64 F4 55 1%2800.000 0 1.10 25.0 58 1.84 1.24 0.79 0.59 0.48 55 1 %2800.040 0 1.19 25.0 68 2.02 1.36 0.87 0.64 0.52 F2 55 1%2800.004 01.17 25.0 68 2.01 1.36 0.88 0.65 0.54 F3 55 1%2800.400 0 1.14 25.0 68 1.88 1.26 0.81 0.60 0.50 F4 56 1 %2850.000 Q 1.12 25.0 68 1.85 1.25 0.80 0.58 0.45 56 1 %2850.000 0 1.24 25.0 68 1.99 1.35 0.87 4,62 0.43 F2 56 1%2850.000 Q 1.19 25.0 68 1,96 1.33 0.86 0.62 0.41 F3 55 1 %2850.000 0 1.14 25.0 68 1,84 1.25 0.81 0.58 0.39 F4 57 1 %2900.000 0 1.13 25.0 68 2.10 1.35 0.75 0.54 0.91 57 1%2904.000 D 1.21 25.0 58 2.28 1.45 0.81 0.58 0.44 F2 Si i$2900.000 0 i.2 1 2 5 .0 6$ /.27 1.44 0.0U 1 0 .5° C,AA F3 57 1%2900.040 0 1.15 25.0 68 2.13 1.35 0.76 0.55 0.41 F4 58 1%295O.000 0 1.12 25.0 68 2.13 1.48 0.94 0.66 0.51 58 1 %2950.000 a 1.19 25.0 68 2.25 1.59 1.00 0.71 0.55 F2 58 1%2950.000 0 1.19 25.0 68 2.22 1.57 0.99 0.70 0.55 F3 58 1%2950.000 0 1.14 25.0 68 2.10 1.48 0.94 0.66 0.52 F4 59 1%3000.000 4 1.22 25.0 67 2.09 1.44 0.89 0.51 0.45 59 1%3000.000 0 1.19 25.0 67 2.00 1.39 0.87 0,60 0.43 F2 59 1 g3000.000 0 1.17 25.0 67 1.99 1.39 0.85 0.70 0.43 F3 59 1%3040.060 01.14 25.0 57 1,88 1.32 0.81 0.54 0.40 F4 60 1 %3050.000 0 1.12 25.0 68 1.85 1.24 0.80 0.57 0.49 60 1%3050.000 0 1,18 25.0 68 1.98 1.33 0.85 0.62 0.52 F2 60 1%3050.000 0 1.18 25.0 68 1.97 1.32 0.85 0.E1 0.52 F3 60 1 %3050.000 0 1.14 25.0 68 1.87 1.26 0.81 0.58 0.50 F4 61 1%3100.000 d 1.12 25.0 67 2.14 1.24 0.75 0.55 0.43 61 1%3100.000 0 1.19 25.0 67 2.34 1.34 0.81 0.59 0.46 F2 61 1 %3100.000 0 1.19 25.0 67 2.31 1.32 0.80 0.56 0.45 F3 61 1%3100,000 01.14 25.0 67 2.18 1,25 0.76 0.55 0.43 F4 62 1%3150.000 0 1.12 25.0 68 2.10 1.22 0.74 0.55 0.48 62 1%3150.000 0 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D0[J 0 1.18 25.0 68 1.34 0.94 0.57 0.38 0.29 F'4 107 1%5440.040 0 1.17 25.0 70 1.41 0.89 0.52 0.35 0.27 107 1 %5400.000 01.15 25.0 70 1.37 0.85 0.50 0.34 0.26 F2 107 1%5400.000 0 1.13 25.0 70 1.33 0.85 0.49 0.33 0.25 E'3 107 1 %5400.000 0 1.21 25.0 70 1.41 0.90 0.52 0.36 0.27 F4 108 1 %5450.000 0 1.19 25.0 68 1.46 0.89 0.54 0.33 0,25 108 1%5450.000 0 1,16 25.0 68 1.41 0.86 0.49 0.32 0.24 F2 148 1 %5450.000 0 1.1.5 25.0 68 1.38 0.84 0.48 0.32 0.24 F3 Page 10 32ND.95 108 1%5450.000 0 1.19 25.0 68 1.45 0.88 Q.54 0.33 0.25 F4 109 1%5500.000 4 1,18 25.0 68 1.44 0.85 0.48 0.32 0.24 109 1 %5500.000 a 1.16 25.0 68 1.40 0,$4 0.47 0.31 0.23 F2 109 1 %5500.000 0 1.15 25.0 68 1.37 0.83 0.46 0.31 0.23 F3 109 1%5500.000 0 1.21 25.0 68 1.44 0.87 0.49 0.32 0.24 F4 110 1%5550.000 01.19 25.0 68 1.58 0.91 0.50 0.34 0.27 110 1%5550.000 0 1.17 25.0 68 1.50 0.87 0.48 0.33 0.26 F2 110 i %5550.000 0 1.15 25.0 68 1.47 0.66 0.47 0.33 0.26 F3 110 1%5550.400 0 1.22 25.0 E8 1.56 0.92 0.54 0.34 0.27 F4 111 1%5600,400 0 1.17 25.0 58 1.36 4,88 0.52 0.36 0.27 111 1%5600.000 Q 1.15 25.0 68 1.32 0.86 0.51 0.35 0.27 F2 111 1 %5600.000 0 1.13 25.0 68 1.28 0.84 0.49 0.35 0.26 F3 121 1%5500.000 0 1.19 25.0 68 1.36 0.89 0.52 0.37 0.28 F4 122 1 %5650.000 0 1.17 25.0 68 1.57 0.97 0.53 0.36 0.27 122 1%5550.004 0 1.16 25.0 58 1.52 0.94 0.52 0.35 0.26 F2 112 1 %5650.000 0 1.14 25.0 68 1.99 0.92 0.51 0.34 0.26 F3 112 1%5550.000 a 1.20 25.0 68 1.58 0.95 0.54 0.36 0.28 F4 113 1%5700.000 0 1.18 25.0 68 1.82 1.20 0.68 0.49 0.40 113 1 %5700.000 0 1.16 25.0 68 1.77 1.16 0.65 0.47 0.38 F2 113 1%5700.000 0 1.17 25.0 68 1.75 1.15 0.66 0.47 4.38 F3 113 1%5700.000 0 1.21 25.0 68 1.83 1.21 0.68 0.49 0.39 F4 114 1 %5750.000 a 1.16 25.0 68 1.53 0.e7 0.50 0.35 0,27 114 1 %5750.000 0 1,14 25.0 68 1.48 0.e5 0,49 0.35 0.26 F2 114 i %5750.000 0 1.15 25.0 68 1.47 0.85 0.49 0.35 0.26 F3 114 1 %5754.000 0 1.19 25.0 58 1.53 0.88 0.51 0.36 0.28 F4 115 1%5800.000 0 1.19 25.0 68 1.68 1.05 0.61 0.43 4.33 115 1%5800.000 0 1.17 25.0 68 1.~2 1.01 0,58 0.41 0.31 F2 115 1%5800.000 0 1.15 25.0 68 1.57 0,98 0.56 0.90 0.31 F3 115 1 %5800.000 4 1.22 25.0 58 1.67 1.05 0.61 0.43 0.32 F4 116 'I %5850.000 0 1.19 25.0 58 2.24 1.25 0.71 0.48 0.36 116 1 %5850.000 0 1.16 25.0 68 2.14 1.21 0.68 0.95 4.35 F2 116 1 %5850.000 0 1.16 25.0 58 2.12 1.19 0.67 0.46 0.34 F3 115 1 %5850.000 Q 1.24 25.0 68 2.19 1.23 0.69 0.48 0.36 F4 117 1%5900.000 0 1.17 25.0 68 1.59 1.05 0.62 0,45 0.35 117 1%5900.000 0 1.15 25.0 68 1.64 1.44 0.61 0.44 0.34 F2 117 1%5900.000 0 1.13 25.0 68 1.59 1.41 0.60 0.43 0,34 F3 117 1 %5900.000 0 1.19 25.0 68 1.69 1.07 0.64 0.46 0.36 F4 118 1$5950.000 0 1.16 25.0 68 1.69 1.11 0.66 0.47 0.35 118 1%5950.000 0 1.15 25.0 58 1.65 1.09 0.65 0.46 0.35 F2 118 1 %5950.000 0 1.13 25.0 68 1.60 1.06 0.64 0.45 0.34 F3 118 1%5950.000 0 1.19 25.0 68 1.59 1.12 0.67 0.48 0.35 F4 119 1%6000.000 D 1.17 25.0 68 1.59 1.02 0.60 0.41 0.30 119 1 %6000,000 0 1.15 25.0 68 1.55 1.00 0.59 0.40 0.29 F2 119 1%6000.000 0 1.15 25.0 68 1.51 0.98 0.58 0.39 0.29 F3 119 1%6000.000 0 1.20 25.0 68 1,59 1.03 0.61 0.42 0.30 F4 Page 11 32ND.95 120 1$6054.000 D 1.18 25.0 69 1.97 1.31 0.73 0.49 0.36 120 1 %6050.000 Q 1.17 25.0 59 2.02 1.32 0.73 0.49 0.35 F2 120 1 %6050.400 0 1.16 25.0 69 1.97 1.27 0.71 0.48 0.34 F3 120 1 %6050.000 0 1.20 25.0 69 2.09 1.34 0.75 0.50 0.37 F4 123 1%5100.400 0 1.17 25.0 71 1.65 0.88 0.48 0.33 0.24 121 1%6100.000 0 1.17 25,0 71 1,59 0.86 0.47 0.32 0.24 F2 121 1%6100.000 0 1.15 25.0 71 1.55 0.85 0.46 0.32 0.23 F3 121 1%5140.000 0 1,21 25.0 71 1.53 0.90 0.48 0.33 0.24 F4 122 1%6150.000 0 1.17 25.0 69 1.55 0,97 0.51 0,30 0.21 122 1 %5150.000 0 1,15 25.0 69 1.52 0.95 0.50 0.30 0.21 F2 122 1%6150.000 0 1.14 25.0 69 1.48 0.93 0.49 0.29 0.20 F3 122 1%6150.000 0 1.20 25.0 69 1.57 0.99 0.52 0.31 0.21 F4 123 1 %6200.000 0 1.17 25.0 70 1.60 0.99 0.55 0.37 0.28 123 1 %6200.000 0 1.15 25.0 70 2.54 0.95 0.53 0.36 0.27 F2 123 1 %6200.000 0 1.24 25.0 70 1.51 0.94 0.52 0.36 0.26 F3 123 1 %6200.000 01.20 25.0 70 1.51 1.00 0.56 0.38 0,25 F4 124 1%6250,000 0 1.17 25.0 70 1.95 1.21 0.74 0.52 0.38 124 1%5250,000 a 1.15 25.0 70 1.87 1.17 0,72 0.51 0.37 FZ 124 1%6250.000 01.13 25.0 70 1.85 1.16 0.71 0.50 0.37 F3 124 1%5250.000 0 1.19 25.0 70 1.93 1.21 0.74 0.53 0.39 F4 125 1%5300.000 a 1.17 25.0 69 1.97 1.22 0.74 0.51 0.38 125 1%6300.000 a 1.15 25.0 59 1.92 1.19 0.73 0.50 0.37 F2 125 1 %6300.000 0 1.14 25.0 69 1.87 1.16 0.71 0.49 0.37 F3 125 1%6300.000 0 1.19 25.0 69 1.97 1.22 0.75 0,52 0.38 F4 Nate : A'T COLLINS 126 1%6350.000 0 1.16 25.0 70- 1,51 0.97 0.57 0.40 0.30 126 1 %5350. 0a0 0 1.14 25.0 70 1.45 0..94 0.56 0.39 0.29 F2 125 1 %6350.000 D 1.13 25.0 70 1.42 0.92 0.55 0.33 0.29 E'3 125 1 %6350.000 0 1.17 25.0 70 1.49 0.97 0.58 0.40 0.30 F4 227 1%6400.000 fJ 1.18 25.4 70 1.95 1.21 0.69 0.43 0.35 127 1%6400.000 0 1.17 25.0 70 1.88 1.18 0.67 0.42 0,35 F2 127 1%6400.000 4 1.14 25.0 70 1.82 1,15 0.66 0.40 0.34 F3 127 1 %6400.000 0 1.21 25.0 70 1.92 1.22 0. 59 0.43 0.36 F4 128 1%6450.000 a 1.16 25.0 70 1.70 1.18 0.71 0.47 0.36 128 1%6450. 000 Q 1.15 25.0 70 1.64 1.15 0.69 [}.46 0.36 F2 128 1%6450. 000 0 1.13 25.0 70 1.60 1.12 0.68 0.46 0.35 F3 128 1 %5450.000 0 1'.19 25.0 70 1.70 1.19 0.72 0.49 0.37 F4 129 1%6500.000 01.17 25.0 70 1.78 1.13 0.54 0.44 0.32 129 1~6500.000 0 1.17 25.0 70 1.74 1.11 0.63 4.43 0.32 F2 129 1 %6500.000 0 1.15 25.0 70 1.69 1.09 0.61 0.42 ❑.31 F3 129 1%5500.000 0 1.20 25.0 70 1.78 1.14 0.64 0.44 0,33 F4 130 1%6550.000 0 1.17 25.0 70 1.95 1.21 0.66 0.44 0.33 130 1%5550.000 0 1.15 25.0 70 1.87 1.15 0.64 0.43 0.31 F2 130 1°s6550.000 4 1.14 25,0 7D 1.81 1.14 0.63 0.42 0.31 E3 130 1 a5550.000 0 1.20 25.0 70 1.93 1.21 0.67 0.45 0.33 F4 Page 12 32ND.95 131 1 %6500.000 0 1.15 25.0 55 1.70 1.02 0.53 0.33 0.24 131 1 %6600.000 0 1.14 25.0 69 1.67 1.01 0.53 0.33 0.24 F2 131 1 %6600.040 01,13 25.0 59 1.52 0,98 0.51 0.32 0.23 F3 131 1 %6600.000 0 1.19 25.0 69 1,70 1,03 0.54 0.34 0.24 F4 132 1 %6650.000 0 1.15 25.0 70 2.10 1,32 0.75 0.49 0.35 132 1%6550.000 0 1.13 25.0 70 2.02 1.27 4.73 0.48 0.35 F2 132 1%6650.000 0 1.12 25.0 70 1.97 1.25 0.72 0.47 0.34 F3 132 1%6650.000 Q 1.19 25.0 70 2.14 1.33 0.77 0.50 6.36 F4 1a3 1%6700.000 0 1.17 25.4 71 1.95 1.19 0.63 0.38 0.27 133 1%6700.000 p 1.15 25.0 71 1.90 1.16 0.61 0.37 0.26 F2 133 1 a6700.400 Q 1.13 25.0 71 1.85 1.14 0.60 0.37 0.26 F3 133 1 %6700.000 Q 1.19 25.0 71 1,97 1.21 0.64 0.39 0.27 F4 134 1%5750.000 0 1.18 25.0 59 2.54 1.63 0.91 0.51 0.44 134 1%6750.000 0 1.16 25.0 69 2,45 1.58 0.89 0.60 0.44 F2 134 1%6750.000 a 1.14 25.0 59 2.39 1.55 0.87 0.58 0.43 F3 134 1 %6750.000 Q 1.20 25.0 59 2.54 1.54 0.92 0.52 0.95 F4 135 1%6804.000 0 1.23 25.0 73 2.70 1.58 0.77 0.45 0.31 135 1$6800.000 D 1.21 25.0 73 2.59 1.52 0.74 0.43 4.34 F2 135 1%6800.000 0 1.19 25.0 73 2.53 1.49 0.72 0.42 0.33 F3 135 1%6800.000 D 1.26 25.0 73 2.74 1.59 0.77 0.46 0.35 F4 136 1%6850.000 0 1.19 25.0 72 2.50 1.54 0.85 0.51 0.35 136 1 %5850.000 0 1.17 25.0 72 2.39 1.48 0.82 0.50 0.35 F2 135 1%6850.000 0 1.15 25.0 72 2.32 1,45 0.80 0.49 0,34 F3 135 1%6850.000 0 1.21 25.0 72 2.45 1.54 0.85 0.52 0.35 F4 137 1 %6900.000 0 1.18 25.0 72 2.09 1.55 0.98 0.60 0.42 137 1-%6900.000 0 1.14 25.0 72 1.98 1.48 0.94 0.58 0.40 F2 137 1%5900.000 0 1.13 25.0 72 1.94 2.44 0.52 0.57 0.35 F3 137 1%6900.000 0 1.20 25.0 72 2.07 1.54 '0.98 0.61 0.42 F4 138 1%6950.000 D 1.26 25.0 72 2.98 1.97 1.11 0.65 0.42 138 1%6950.000 0 1.21 25.0 72 2.86 1.88 1.06 0.51 0.39 F2 138 1%6950.000 0 1.22 25.0 72 2.85 1.87 1.05 0.61 0.41 F3 138 1 %6950.040 0 1.28 25.0 72 3.01 1.99 1.13 0.54 0.42 E4 139 1 %7000,000 0 1.15 25.0 72 1.71 1.34 0.90 0.55 0.35 139 1 07000.000 0 1.14 25.0 72 1.65 1.29 0.87 0.54 0.34 F2 139 1 %7000.000 01.12 25.0 72 1.61 1.25 0.85 0.52 0.33 F3 139 1 a7000.000 0 1.17 25.0 72 1.69 1.31 4.89 0.55 0.35 F4 140 1 a7050.000 Q 1.14 25.0 73 1.61 1.25 0.81 0.51 0.32 140 1 %7050.000 0 1.13 25.0 73 1.57 1.22 0.79 0.49 0.31 F2 140 1 %7050.000 0 1.11 25.0 73 1.52 1.19 0.77 0.48 0.31 F3 140 1%7050.000 D 1.18 25,0 73 2.64 1,27 0.83 0,52 0.33 F4 141 1%7100.000 0 1.17 25.0 73 2.45 1.67 0.93 0.57 0.35 141 1%7100.000 0 1.15 25.0 73 2.37 1.61 0.90 0.56 0.34 F2 141 1%7100.000 0 1.14 25.0 73 2.32 1.58 0.89 0.55 0.34 F3 141 1%7100.004 0 1.19 25.0 73 2.44 1.65 0.93 0.58 0.36 F4 142 1 %7150.000 0 1.18 25.0 73 2.08 1.31 0.71 0.43 0.29 Page 13 32ND.95 142 1%7150.000 0 1.15 25.0 73 1.99 1.25 0.68 0.42 0.28 F2 142 1$7150.000 0 1.13 25.0 73 1.94 1.21 0.67 0.41 0.27 F3 142 1$7150.000 0 1.19 25.0 73 2.07 1.29 0.71 0.43 0.29 F4 143 1%7200.000 0 1.16 25.0 73 1.76 1.12 0.64 0.41 0.29 143 1%7200.000 0 1.13 25.0 73 1.69 1.08 0.62 0.40 0.28 F2 143 1%7200.000 0 1.13 25.0 73 1.66 1.06 0.61 0.39 0.28 F3 143 1%7200.000 0 1.18 25.0 73 1.75 1.12 0.65 0.42 0.28 F4 Note: AT WOODLAWN 144 1%7250.000 0 1.15 25.0 72 1.87 1.19 0.68 0.43 0.33 144 1%7250.000 0 1.13 25.0 72 1.79 1.15 0.66 0.41 0.32 F2 144 1%7250.000 0 1.11 25.0 72 1.74 1.12 0.65 0.40 0.31 F3 144 1%7250.000 0 1.17 25.0 72 1.84 1.19 0.69 0.43 0.33 F4 145 1%7300.000 0 1.16 25.0 72 1.88 1.16 0.67 0.48 0.36 145 1%7300.000 0 1.13 25.0 72 1.79 1.11 0.65 0.46 0.34 F2 145 1 g7300.000 0 1.12 25.0 72 1.74 1.08 0.64 0.45 0.34 F3 145 1%7300.000 0 1.17 25.0 72 1.84 1.14 0.67 0.47 0.35 F4 146 1$7350.000 0 1.15 25.0 72 1.63 1.04 0.64 0.44 0.32 146 1%7350.000 0 1.14 25.0 72 1.58 1.01 0.63 0.44 0.32 F2 146 1%7350.000 0 1.11 25.0 72 1.53 0.98 0.61 0.42 0.31 F3 146 1%7350.000 0 1.18 25.0 72 1.64 1.05 0.65 0.45 0.33 F4 147 1$7400.000 0 1.16 25.0 73 1.92 1.22 0.76 0.54 0.40 147 1 g7400.000 0 1.14 25.0 73 1.83 1.180.73 0.53 0.39 F2 147 1 a7400.000 0 1.12 25.0 73 1.77 1.15 0.72 0.50 0.39 F3 147 1 g7400.000 0 1.18 25.0 73 1.86 1.20 0.75 0.52 0.41 F4 148 1 s7450.000 0 1.18 25.0 73 2.44 1.55 0.94 0.64 0.46 148 1%7450.000 0 1.16 25.0 73 2.33 1.50 0.92 0.63 0.46 F2 148 1%7450.000 0 1.15 25.0 73 2.26 1.46 0.90 0.62 0.46 F3 148 1%7450.000 0 1.20 25.0 73 2.39 1.54 0.94 0.65 0.47 F4 149 1 g7500.000 0 1.17 25.0 73 1.89 1.20 0.73 0.50 0.36 149 1%7500.000 0 1.15 25.0 73 1.87 1.18 0.70 0.49 0.35 F2 149 1%7500.000 0 1.14 25.0 73 1.85 1.17 0.70 0.48 0.35 F3 149 1%7500.000 0 1.19 25.0 73 1.95 1.22 0.73 0.50 0.37 F4 150 1%7550.000 0 1.19 25.0 73 1.94 1.18 0.66 0.44 0.37 150 1%7550.000 0 1.16 25.0 73 1.81 1.11 0.63 0.42 0.34 F2 150 1%7550.000 0 1.15 25.0 73 1.76 1.09 0.62 0.42 0.33 F3 150 1 07550.000 0 1.20 25.0 73 1.86 1.14 0.65 0.44 0.35 F4 151 1%7600.000 0 1.15 25.0 73 1.72 1.04 0.63 0.43 0.32 151 1%7600.000 0 1.14 25.0 73 1.65 1.01 0.61 0.43 0.31 F2 151 1$7600.000 0 1.12 25.0 73 1.61 0.98 0.60 0.42 0.30 F3 151 1 0•7600.000 0 1.17 25.0 73 1.71 1.04 0.63 0.44 0.32 F4 152 1%7650.000 0 1.16 25.0 73 1.85 1.07 0.61 0.42 0.32 152 1%7650.000 0 1.13 25.0 73 1.76 1.02 0.59 0.41 0.30 F2 152 1 07650.000 0 1.12 25.0 73 1.72 1.00 0.58 0.40 0.30 F3 152 1%7650.000 0 1.18 25.0 73 1.82 1.06 0.61 0.42 0.32 F4 153 1%7700.000 0 1.14 25.0 72 1.64 0.96 0.57 0.40 0.30 Page 14 32ND.95 153 1%7700.004 0 1.13 25.0 72 1.60 0.94 0.56 0.40 0.30 F2 153 1%7700.000 01.32 25.0 72 1.57 0.93 0.56 0.39 0.30 F3 153 1 %7700.000 0 1.18 25.0 72 1.58 0.99 0.59 0.41 0.32 F4 154 1%7750.000 fl 1.15 25.0 73 1.63 1.00 0.59 0,41 0.30 154 1%7750.000 0 1.13 25.0 73 1.58 0.95 0.57 0.40 0.30 F2 154 1 g7750.000 01.11 25.0 73 1.54 0.95 0.55 0.39 0.29 F3 154 1%7750.000 0 1.18 25.0 73 1.65 1.02 0.60 0.42 0.31 F4 155 1%7800.000 0 1.15 25.0 72 1.40 0.87 0.51 0.36 0.28 155 1%7500.000 01.13 25.0 72 1.35 0.85 0.50 0.35 0.27 F2 155 1%7800.000 0 1.13 25.0 72 1.35 0.84 0.50 0.33 0.27 F3 155 1 %7800.000 4 1.18 25.0 72 1.42 0.89 0.52 0.35 0.29 F4 156 1%7850.000 0 1.16 25.0 72 1.91 1.06 0.61 0.44 0.33 156 1 %7850.000 0 1.14 25.0 72 1.84 1,04 0.60 0.43 0.32 F2 156 1 %7850.000 0 1.12 25.0 72 1.77 1.01 0.59 0.42 0.31 F3 155 1 %7850.000 0 1.19 25.0 72 1.89 1.07 0.62 0.44 0,33 F4 157 1%7900.000 0 1.17 25.0 72 1.87 1.08 0.64 0.46 0.36 157 1 %7900.000 fl 1.14 25.0 72 1.76 1.03 0.52 0.44 4.35 F2 157 1%7900.000 0 1.14 25.0 72 1.72 1.02 0.61 0.44 0.35 F3 157 1$7900.000 01.18 25.0 72 1.79 1.05 0.64 0.46 0.35 F4 158 1 %7950.00~d 0 1.16 25.0 72 1.72 1.03 0.59 0.42 0.33 158 1 %7950.000 0 1.13 25.0 72 1.64 0.99 0.58 0.41 0.32 F2 158 1%7950.000 0 1.12 25.0 72 1.62 0.98 0.57 0.41 0.32 F3 158 1%7950.000 0 1.17 25.0 72 1.73 1.04 0.60 0.42 0.33 F4 159 1%8000.000 0 1.16 25.0 72 1.69 1.10 0.65 0.45 0.34 159 1%8000.000 01.13 25.0 72 1.61 1.05 0.63 0.44 0.34 F2 159 1%8000.000 a 1.12 25.0 72 1.58 1.04 0.52 0.43 0.34 F3 159 1 %8000.000 D 1.18 25.0 72 1.69 1.11 0.67 0.46 0.36 F4 150 1%8050.000 Q 1.17 25.0 72 2.03 1.21 0.72 0.51 0.38 150 1 %8050.000 0 1.15 25.0 72 2.01 1.20 0.7G 0.50 0.38 F2 150 1 %8050.000 0 1.14 25.0 72 1.98 1.18 0.59 0.49 0.37 F3 150 1%8050.000 0 1.21 25.0 72 2.14 1.26 0.74 0.52 0.40 F4 161 1%8100.000 Q 1.15 25.0 72 1.74 1.02 0.60 0.42 0.32 161 1 %8100.000 0 1.14 25,0 72 1.69 0.99 0.59 0.41 0.32 FZ 151 1%8100.000 01.12 25.0 72 1.63 0.96 0.57 0.40 0.31 F3 161 1%8100.000 D 1.18 25.0 72 1.72 1.01 0.60 0.42 0.32 F4 162 1%8150.000 0 1.14 25.0 73 1.59 0.99 0.51 0.43 0.32 162 1%8150,000 01.13 25.0 73 1.63 0.96 4.60 0,42 0.32 F2 162 1%8150.000 0 1.12 25.0 73 1.61 0.95 0.59 0.42 0.31 F3 162 1%8150.000 0 1.18 25.0 73 1.73 1.41 0,63 0.44 0.33 F4 163 1%8200.000 0 1.15 25.0 72 1.71 0.89 0.47 0.32 0.24 163 1%8200.000 0 1.13 25.0 72 1.66 0.85 0.45 0.32 0.23 F2 163 1%8200.000 0 1.12 25.0 72 1.62 0.84 0.95 0.31 0.23 F3 163 1%8200.000 0 1.17 25.0 72 1.71 0.89 0.48 0.33 0.25 F4 164 1$8250.000 0 1.15 25.0 73 1.45 0.73 0.43 0.31 0.24 164 1%8250.000 fl 1.13 25.0 73 1.42 0.71 0.42 0.30 4.23 F2 Page 15 32ND.95 164 1%8250.000 0 1.11 25.0 73 1.39 0.70 0.41 0.30 0.23 F3 154 1 %e250.000 0 1.17 25.0 73 1.47 0.73 0.43 0.31 0.24 F4 Nate: AT CLINTON 165 1%8300.000 0 1.16 25.0 71 1.58 0.89 4.50 0.35 0.27 155 1%8300.000 0 1.14 25.0 71 1.53 0.87 0.45 0.35 0.26 F2 165 1%8300.000 0 1.13 25.0 71 1.49 0.85 0.49 0.34 0.25 F3 165 1 %8300.000 0 1.18 25.0 71 1.57 0.90 0.51 0.36 0.27 F4 166 1 %8350.000 Q 1.15 25.0 71 1.42 0.75 0.40 0.28 0.22 156 1%8350.000 D 1.13 25.0 71 1.35 0.73 0.39 0.28 0.21 F2 166 1 %8350.000 o 1.12 25.0 71 1.32 0.72 0.38 0.27 0.22 F3 156 1%835O.000 Q 1.17 25.0 71 1.38 0.75 0.40 0.28 0.22 F4 167 1 %8400.000 D 1.16 25.0 72 1.52 0.91 0.53 0.40 0.32 167 1 %8400,000 D 1.13 25.0 72 1.46 0.88 0.52 0.39 0.31 F2 157 1 a8400.000 0 1.13 25.0 72 1.45 0.87 0.52 0.39 0.31 F3 167 1 %8400,000 0 1.17 25.0 72 1.50 0.90 0.54 0.40 0.32 F4 168 1%8450.000 D 1.17 25.0 70 1.60 0.85 0.44 0.30 0.23 168 1 %8450.000 D 1.14 25.0 70 1.53 0.82 0.43 0.29 0.22 F2 168 1%8450.000 0 1.13 25.4 70 1.50 0.81 0.42 0.29 0.22 F3 158 1%8450.000 0 1.18 25.0 70 1.58 0.84 0.44 0.31 0.23 F4 165 1%8500.000 0 1.17 25.0 ai 1.97 1.03 0.62 0.42 0.35 169 1%8500,000 0 1.14 25.0 71 1.91 0.99 0.60 0.42 0.33 F2 169 1%8500.000 0 1,14 25.0 71 1.90 0.99 0.60 0.42 0.33 F3 169 1%8500.000 O 1.18 25.0 71 1.98 1.03 0.62 0.44 0.34 F4 170 1%8550.000 01.18 25.0 72 1.68 0.85 0.40 0.25 0.19 170 1 %8550.000 a 1.16 25.0 72 1.51 0.82 0.39 0.23 0.18 F2 1~0 1%8550.000 fl 1.14 25.0 72 1.55 0.80 0.38 0.24 0.18 F3 170 1%8550.000 0 1,18 25.0 72 1.53 0.84 0.40 0.25 0.19 F4 171 1%8600.000 0 1,18 25.0 72 2.03 0.98 0.46 0.29 0.21 , 171 1 %6600.000 0 1.15 25.0 72 1.97 0.94 0.45 0.28 0.20 F2 171 1 %8600,000 0 1.15 25.0 72 1.94 0.92 0.44 0.28 0.20 F3 171 1%8540.004 a 1.21 25.4 72 2.04 0.98 0.46 0.29 0.21 F4 172 1 %8650.004 0 1.16 25.0 72 1.54 1.07 0.63 0.32 0.29 172 1 %8650.000 a 1.14 25.0 72 1.59 1.05 0.61 0.32 0.28 F2 172 1 %8650.004 01.12 25.0 72 1.56 1,03 0.50 0.32 0.28 F3 172 1%8650.040 0 1.18 25.0 72 1.65 1.09 0.64 0.34 0.29 F4 173 1%8700.000 0 1.17 25.0 73 1.53 0.99 0.59 0.39 0.30 173 1 %8700.000 d 1.14 25.0 73 1.44 0.95 0.57 0,37 0.29 F2 173 1%8700.000 0 1.12 25.0 73 1.41 0.92 0.55 0.35 0.28 F3 173 1%8700.000 0 1.18 25.0 73 1.49 0.98 0.59 0.39 0.30 F4 174 1 d8750.000 d 1.16 25.0 73 1.35 0.85 0.48 0.33 0.22 174 1 %8750.000 a 1.13 25.0 73 1.34 0.82 0.46 0.33 0.21 F2 174 1%8750.000 0 1.13 25.0 73 1.30 0.82 0.46 0.33 0.22 F3 174 1%8754,000 0 1.19 25.0 73 1.39 0.87 0.49 4.34 0.23 F4 175 1.%8800.000 0 1.15 25.0 72 1,14 0.79 0.48 0,31 0.22 175 1 g8800.000 0 1.13 25.0 72 1.10 0.77 0.47 0.30 0.22 F2 Page 16 32ND.95 175 1$8800.000 O 1.12 25.0 72 1.08 0.76 0.46 0.30 0.21 F3 175 1 08800.000 0 1.17 25.0 72 1.13 0.80 0.48 0.31 0.22 F4 176 1%8854.000 D 1.15 25.0 72 1.10 0.72 0.40 0.24 0.19 176 1 %8850.000 0 1.12 25.0 72 1.05 0.70 0.39 0.24 0.19 F2 176 1 %8850.000 0 1.33 25.0 72 1.05 0.70 0.39 0.23 0.19 F3 176 1 %8850.000 0 1.17 25.0 72 1.10 0.73 0,40 0.24 0.21 F4 177 1%8900.000 0 1.14 25.0 73 1.05 0.75 0.45 0.30 0.21 177 1%8900.000 0 1.12 25.0 73 1.02 0.73 0.45 0.29 0.21 F2 177 1%8900.000 0 1.11 25.0 73 1.00 0.73 0.44 4.28 0.21 F3 177 1%8900.000 0 1.15 25.0 73 1.06 0.76 0.47 0.29 0.21 F4 Note: MP 8900 FEET SDUTH OF UNIVERSITY AT SR 27 177 2 0.000 0 1.15 25.0 71 1.14 0.72 0.40 0.27 0.20 177 2 0.000 0 1.13 25.0 71 1.09 0.70 0.40 0.26 0.20 Fz 177 z 0.000 0 1.12 25.0 71 1.07 0.69 0.39 0,26 0.20 F3 177 2 0.000 0 1.18 25.0 71 1.12 0.73 0.42 0.27 0,21 F4 176 2 0,000 0 1.14 25.0 71 1.35. 0.92 0.51 0.31 0.22 176 2 0.000 0 1.13 25.0 71 1.31 0.90 0.50 0.31 0.22 F2 176 2 0.000 0 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F4 31 2 0.000 0 1.12 25.0 73 1.61 1.11 0.64 0.41 0.32 31 2 0.000 0 1.20 25.0 73 1.75 1.22 0.69 0.45 0.35 F2 31 2 0.000 0 1.21 25.0 73 1.75 1.21 0.69 0.45 0.35 F3 31 2 0.000 0 1.15 25.0 73 1.65 1.15 0.66 0.42 0.34 F4 30 2 0.000 0 1.13 25.0 73 1.44 1.01 0.59 0.39 0.31 30 2 0.000 0 1.20 25.0 73 1.55 1.09 0.64 0.42 0.33 F2 30 2 0.000 0 1.20 25.0 73 1.54 1.09 0.64 0.42 0.33 F3 30 2 0.000 0 1.14 25.0 73 1.44 1.02 0.60 0.40 0.31 F4 29 2 0.000 0 1.10 25.0 73 1.38 0.96 0.59 0.40 0.30 29 2 0.000 0 1.21 25.0 73 1.53 1.07 0.65 0.44 0.34 F2 29 2 0.000 0 1.21 25.0 73 1.51 1.07 0.65 0.44 0.33 F3 29 2 0.000 0 1.16 25.0 73 1.43 1.01 0.62 0.42 0.32 F4 28 2 0.000 0 1.13 25.0 73 1.31 0.95 0.57 0.38 0.30 28 2 0.000 0 1.21 25.0 73 1.41 1.03 0.61 0.41 0.32 F2 28 2 0.000 0 1.21 25.0 73 1.41 1.03 0.61 0.41 0.31 F3 28 2 0.000 0 1.15 25.0 73 1.34 0.98 0.58 0.39 0.29 F4 27 2 0.000 0 1.12 25.0 73 2.06 1.68 1.12 0.75 0.55 27 2 0.000 0 1.21 25.0 73 2.24 1.83 1.22 0.81 0.59 F2 27 2 0.000 0 1.21 25.0 73 2.22 1.82 1.22 0.81 0.59 F3 27 2 0.000 0 1.15 25.0 73 2.08 1.71 1.15 0.76 0.56 F4 26 2 0.000 0 1.15 25.0 73 2.79 1.96 1.26 0.85 0.62 26 2 0.000 0 1.24 25.0 73 3.10 2.17 1.39 0.93 0.69 F2 26 2 0.000 0 1.24 25.0 73 3.11 2.17 1.39 0.93 0.69 F3 26 2 0.000 0 1.17 25.0 73 2.88 2.01 1.29 0.87 0.65 F4 25 2 0.000 0 1.13 25.0 73 2.59 1.81 1.11 0.79 0.61 25 2 0.000 0 1.23 25.0 73 2.87 2.01 1.23 0.87 0.67 F2 25 2 0.000 0 1.22 25.0 73 2.87 2.01 1.22 0.87 0.67 F3 25 2 0.000 0 1.17 25.0 73 2.70 1.88 1.15 0.81 0.63 F4 24 2 0.000 0 1.13 25.0 73 1.48 0.99 0.54 0.33 0.25 24 2 0.000 0 1.21 25.0 73 1.60 1.08 0.58 0.36 0.27 F2 24 2 0.000 0 1.20 25.0 73 1.59 1.08 0.58 0.36 0.27 F3 24 2 0.000 0 1.15 25.0 73 1.50 1.02 0.55 0.34 0.26 F4 23 2 0.000 0 1.15 25.0 73 1.53 1.09 0.66 0.45 0.35 23 2 0.000 0 1.22 25.0 73 1.64 1.17 0.71 0.48 0.37 F2 23 2 0.000 0 1.21 25.0 73 1.62 1.15 0.69 0.47 0.37 F3 Page 30 32ND.9S 23 2 0.•000 0 1.15 25.0 73 1.53 1.09 0.65 0.44 0.35 F4 22 2 0.004 0 1.13 25.0 73 1.56 1.09 0.67 0.45 0.35 22 2 0.000 0 1.21 25.0 73 1.57 1.17 0.72 0.49 0.39 F2 22 2 0.000 41.20 25.0 73 1.54 1.17 0.71 0.49 0.38 F3 22 2 0.000 41.14 25.0 73 1,54 1.10 0.67 0.45 0.36 F4 21 2 0.000 0 1.11 25.0 73 1.33 0.95 0.59 0.41 0.33 21 2 0.000 0 1.20 25.0 73 1.45 1.04 0.64 0.44 0.35 F2 21 2 0.000 0 1.21 25.0 73 1.46 1.05 0.64 0.45 0.36 F3 21 2 0.000 0 1.14 25.0 73 1.37 0.99 0.61 0.42 0.34 F4 20 2 0.000 0 1.12 25.4 73 1.39 0.96 0.53 0.33 O.25 20 Z 0.000 0 1.20 25,0 73 1.51 1.04 0.57 0.35 0.26 F2 20 2 0.000 0 1.20 25.0 73 1.50 1.04 0.57 0.35 0.26 F3 20 2 0.000 0 1.14 25.0 73 1.41 0.98 0.53 0.33 0.25 F4 19 2 0.000 4 1.13 25.0 73 1.19 0.85 0.50 0.33 0.26 19 2 0.000 0 1.20 25.0 73 1.27 0.91 0.53 0.35 0.28 Fz 19 2 0.000 0 1,20 25.0 73 1.28 4.92 0.53 0.35 0.28 F3 19 2 0.000 0 1.14 25.0 73 1.21 0.86 0.50 0.33 0.26 F4 18 2 0.000 0 1.11 25.0 73 1.47 1.05 0.65 0.43 0.33 18 2 0.000 0 1.20 25.0 73 1.62 1.19 0.72 4.47 0.35 F2 18 2 0.000 01.21 25.0 73 1.63 1.20 0.72 0.48 0.36 F3 18 2 0.000 0 1.15 25.0 73 1.53 1.12 0.67 0.45 0.39 F4 17 2 0.000 Q 1.13 25.0 73 1.24 0.90 0.55 0.38 0.29 17 2 0.000 0 1.21 25.0 73 1.34 0.98 0.61 0.41 0.32 F2 17 2 0.000 0 1.20 25.0 73 1.33 0.97 0.60 0.90 0.32 F3 17 2 0.000 0 1.15 25.0 73 1.26 0.92 0.57 0.39 6.30 F4 16 2 0.000 0 1.11 25.0 73 1.08 0.80 0.50 0.34 0.26 16 2 0.000 0 1.21 25.4 73 1.19 0.88 0.55 0.37 0.28 F2 16 z 0.000 0 1.20 25.0 73 1.18 0.88 0.54 0.37 0.28 F3 16 2 0.000 0 1.14 25.0 73 1.11 0.83 0.51 0.35 0.26 F4 15 2 0.000 0 1.11 25.0 73 1.24 0.91 0.57 0.40 0.32 15 2 0.040 0 1.21 25.0 73 1,35 1.00 0.62 0.44 0.35 F2 15 2 0.000 4 1.20 25.0 73 1.35 0.99 0.62 0.43 0.35 F3 15 2 0.000 0 1.14 25.0 73 1.27 0.93 0.58 0.41 0.33 F4 14 2 0.000 0 1.13 25.0 73 1.40 1.01 0.63 0.45 4.36 14 2 0.000 0 1.20 25.0 73 1.50 1.09 4.68 0.48 4.38 F2 14 2 0.000 0 1.21 25.0 73 1.51 1,09 0.68 0.48 0.38 F3 14 2 4.000 0 1.14 25.0 73 1.41 1.02 0.64 0.45 0.36 F4 13 2 0.000 0 1.12 25.0 74 0.93 0.66 0.44 0.28 0.23 13 z 0.000 0 1.21 25.0 74 1.02 0,72 0.44 0.31 0.25 F2 13 2 4.000 0 1.20 25.0 74 1.01 0.71 0.43 0.30 4.24 F3 13 2 0.000 0 1,14 25.0 74 0,94 0.67 0.40 0.29 0.23 F4 12 Z 0.000 0 1.13 25.0 74 1.31 0.84 0.48 0.35 0.29 12 2 0.000 0 1.20 25.0 74 1.40 0.90 4.51 0.37 0.31 F2 12 2 0.000 0 1.20 25.0 74 1.40 0,94 0.51 0.37 0.31 F3 12 2 0.000 0 1.15 25.0 74 1,33 0.85 4.49 0.35 0.29 F4 Page 31 3zNn.95 11 2 0.000 01.11 25.0 ?3 1.34 4.94 0.56 0.38 0.33 11 2 0.000 01.20 25.0 73 1.47 1.04 0.61 0.42 0.36 F2 11 2 0.000 Q 1.20 25.0 73 1.48 1.05 0.62 0.42 0.36 F3 11 2 0.000 0 1.14 25.0 73 1,39 0.98 0.58 0.39 0,34 F4 10 2 0.000 0 1.11 25.0 74 1.44 1.05 0.64 0.44 0.34 10 2 0.000 0 1.20 25.0 74 1.57 1.14 0.70 0.48 0.36 F2 10 z 0.000 0 1.20 25.0 74 1.57 1.14 0.70 0.4e 0.37 F3 10 2 0.000 0 1.15 25,0 74 1.48 1.08 0.66 0.45 0.35 F4 92 0.000 0 1.12 25.0 74 1.58 1.14 0.70 0.48 0.38 9 2 0.000 0 1.21 25.0 74 1.72 1.24 0.76 0,52 0.41 F2 9 2 0.000 01.20 25.0 74 1.70 1.23 0.75 0.52 0.40 F3 9 2 0.000 0 1.14 25.0 74 1.60 1.16 0.71 0.49 0,38 F4 8 2 0.000 0 1.13 25.0 73 1.46 1.02 0.61 4.93 0.34 82 0.000 01.21 25.0 73 1.59 1.11 0.55 0.46 0.35 F2 82 0.000 01.21 25.0 73 1.59 1.12 0.6E 0,46 0.37 F3 82 0.000 a 1.15 25,4 73 1.54 1.05 0.62 0.44 0.35 F4 7 2 0.000 Q 1.12 25.4 76 1.11 0.78 0.49 0.35 0.28 72 0.000 a 1.21 25.0 76 1.22 0.87 0,53 0.36 0.29 F2 7 2 0.000 0 1.20 25.0 76 1.20 0.85 0.53 0.37 0.30 F3 7 2 0,000 0 1.14 25.0 76 1.13 0.80 0.49 0.35 0.28 F4 6 2 0.000 0 1.12 25.0 75 1.27 0.87 0.53 0.38 0.30 6 2 0.000 0 1.20 25.0 75 1.38 0.95 0.57 0.40 0.32 F2 6 2 0.000 D 1.20 25.0 75 1.38 0.95 0.57 0,41 0.32 F3 62 0.000 0 1.14 25.0 75 1.30 0.89 0.54 0.38 0.30 F4 52 0.000 q 1,12 25.0 73 1,15 0.83 0.52 0.36 0.28 5 2 0.000 O 1.20 25.0 73 1.26 0.90 0.57 0.40 0.31 F2 5 2 0.000 0 1.20 25.0 73 1.24 0.89 0.55 0.39 0.31 F3 52 0.000 0 1.14 25.0 73 1.17 0.84 0.53 0.37 0.29 F4 4 2 0.000 p 1.12 25.0 73 1.03 0.78 0.50 0.34 0.26 4 2 0.060 D 1.19 25.0 73 1.10 0.83 0.54 0.37 0.28 F2 4 2 0.000 0 1.19 25.0 73 1.11 0.83 0.54 0.37 0.28 F3 4 2 0.000 0 1.24 25.0 73 1.04 0.79 0,51 0.35 0.27 F4 3 2 0.000 0 1.11 25.0 73 0.89 0.66 0.42 0,29 0.22 3 2 0.000 a 1.21 25.0 73 0.98 0.73 0.46 0.32 0.24 F2 3 2 0.000 0 1.20 25.0 73 0.97 0.72 0.46 0.31 0.24 F3 3 z 0.000 0 1.15 25.0 73 0.92 0.68 0.43 0.30 0.23 F4 z 2 0.000 0 1.13 25.0 73 1.05 0,74 0.45 0,30 0.23 Z 2 0.000 0 1.21 25.0 73 1.13 0.80 0.48 0.32 0.25 F2 2 2 0.000 0 1.21 25.0 73 1.12 0,79 0.48 0.32 0.29 F3 2 2 0.000 0 1.16 25.0 73 1.04 0.74 0.45 0.31 0.23 F4 1 2 0.000 0 1.14 25.0 73 1.04 0.74 0.46 0.32 0.24 1 Z 0.000 a 1.21 25.0 73 1.10 0.79 0.49 0.34 0.26 F2 1 2 0.000 D 1.21 25.0 73 1.10 0.79 0.49 0.34 0.26 F3 1 2 0.004 0 1.15 25.0 73 1.03 0.74 0.45 0.32 0.24 F4 Page 32 S g ATEN~ENT OF AGREEMENT ~ t Ly' 0- zhe "Sponsor", has entered into a ' Coniracruai' agreemerar tivith the J 'T I7R e 4:x°7, t7 i~IOViC~C,; t,'Il~LETit~~ ~ . ~ ~ Services for M rA G lf- -t, ~.3 (~So rf1~`~- Spoksrze County Fraject# I`7 5 i 8 . 1, The mi~wn scope of these constivczion engLieering services inciudes, but is nat . iirnited to: • a. Daily observatios and reporting raf cassstructioa actzvities on this project, b. MaII1tcIlc"IIIGe of all CL]F1St1'LICt1l7T1 teCoTdS relc3#ed i0 CI°1IS pTQjeCLi tQ 1T1ClLldey but not linui.ted ta, daily inspectian reparts, mavu#acarcxs' c;crtif cartion,, m~IL%ial rest rapons, and correspandence; c. A55uY3riCe tk3t 'k,Ele GoA5t1'11.ct1on [7f the FOaCI.S at'1d appuTterlant drai37age facilities is according to the Gertifiei and approvcd plans acceptezi by the Spakane Gounty Engineer, 5pokane Cnunty General Prnvisiors, the Statadard Specificauans, aad applieable portsons of the WSDUT Canstru.ctian Manual; d. Staici.ns and monwnentation e. DevelQpment vf Record Ih aw[ngs; a.nd f. Testing af camtructian waterials for campgiauce ta the pfans accepted by the Spnkane Cvunty Engineer, 5pvkane Cvunty General ProvisiorLs, the 5tmdard 5peciticarions, and applicable pottions a£the WSDCIT Constuctian ManuaI, AIl accarding to the edirivn of the "Sgokaue Caunty 5t-andards for Road and Setiver Co31StrLICt.T.CSn" g4Yernin~'y+ II1i5 pFQJect Prinr to a.cccpmac: of the roads and drainage Facilities by Spokane Cvunty, the -Engineer shWl submit ali construction records and the RL-c;ord I3rawiugs to the Spokaue County Engin=. . 3 j. The toral estimated cost of these constructivn engineering s2rvices is ~ki'. 000 aWlleir E4Y7eer ~ Da#e 3 ~ ? Date 'Z 1~ 7 ' ~ C> i