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Home My WebLink AboutEngineer ReportsH-P*IruMAR 5020 County Road 1ã4 Glenwood Springs, CO 81601 Phone: (970) 345-7988 Fax; {970) 945-8454 Email: hokolenwood@kumarusa.com ú r'*I*tli{1iÇal Ç r1t}i*eer irzr} | 7 tiçit't';: t:; t*ç G*'si*çy lvllì*iials i*siireq I l:. rwit i?*tr.**t aZ Office Locations: Parker, Glenwood Spdngs, and Silverlhome, Colorado Client: CONSTRUCTION ACTIVITY REPORT Project No.: 161-459 Day: Date: Page: Wednesday 9121t16 l of 1 Giard Homes Attn: Roger Giard 1431 Airport Road Rifle, Colorado 81650 Project: Weather: Lot24, Pinyon Mesa, Sage Meadow Road, Garfield County, Colorado Cloudy, calm, dry Temperature: 70oF at l2:30 pm Contracto¡'s Construction Activities: The contractor was excavating for waterline. Equipment in Use: HP Geotech's Site Activities:We visited the site and obtained a sample of on-site solls for laboratory analysis. We observed trench excavation for footings dug down 6 feet below design footing elevation and about I feet wide in accordance with recommendations presented in our subsoil study dated July 18, 2016. Verbal Cornmunication: dislribution: Glard Homes - Roger Glard (giaød!¡g[g*$ Justin Orgill Danlel E. Hardin, P.E. Field Technician Reviewed By ttir Test No Location Depth or Elev. Field Dry Density (pc0 Field Moisture Content o/o Field Comp. l%o') Min. Comp. Req. (olol Proctor Lab No. 113.2 15.4I 100 98 243:14 No.Method ry opt. Dens.Moist. 2' E. & 25'S. of NW corner of excavation footing elevatlon 243-14 ASTM D 698 with fi0.9 {4.8 Oñice Locations: Parker, Glenwood Springrs, and Silverlhome, Colorado H-P*I(UMAR 5020 County Road 134 Glennood Springs, CO 81601 Pho¡æ: (970) 945-7988 Fax (970) 945.8491 Email hokg]enwoosl@kumarusa.com *s¡:zr:tl ¡nital *rzçitt**rir4 | e*çir,eu)r.,ç {}a*i*ç'¡ l¿i'J !. 2r,,3: ?", i t: t I : t tç i * #; * r:n r* ri r,z. al Earthwork Gompaction Testing Report Client: Glard Homes Proiect No.: 16-7.459 Day: Attn: Roger Giard Date: 1431 Airport Road Page: Rifle, Golorado 81650 Project: Lot24, Pinyon Mese, Sage Meadow Road, Garfield County, Colorado Weather: Glear, calm, dry Temperature: 50o at g:00 am Earthwork Contractor: E & LTrucking Used: Description of Earlhwork A compaction test was performed on first lift of structural backfill below Tested:proposed footings along west side of excayation. The tsst indicated acceptable compaction. Sample(s) Obtained: Verbal Communication: Luis with E & L Trucking was informed of our test result Placement and Compaction Procedure: Not observed by H-P/Kumar Lift Thickness Max. Rock Size:Conditioning: Number of Passes:Compactor(s) Used: Nuclear Test Results Reference: TO FIIL OURIHGTHE llft¡lEg l t¡lËfi¡OUR OBSÉRVER !s THE OF IESÏINGWAS ll{WrfH ASru t 6938_USEO stßsf l¡Tr t ACCORDANCE D¡stribution: Glard Homee - Roger Glard (trle,rddÞrof.nott flit Thursday gt22t16 lofz Chris Neyberry DanielE. Hardin, P.E. Field Technician Reviewed By Test Results Test No Location Depth or Elev. Field Dry Density (pcO Field Moisture Content o/a Field Comp. (Yo) Min. Gomp. Req. (olol Proctor Lab No. I NW corner 3'below subqrade 108.8 15.5 t00 98 217-16 2 SW corner 3'below suborade 108.0 16.8 100 98 217-16 a Lab No.Method Description Max. Dry Dens. (%) opt. Moist. (Yo) 217-ô ASTt¡t D 698 av with Sand f 05.9 15.8 Office Locations: Pârker, Glenwood Springs, and Silverlhorne, Colorado H-P*I(UMAR S¡20 Counly Road154 Glenwood Springs, CO 81601 Phone; (970) 94S7S88 Fax (970) 945-8454 Email: hpkqlenwood@kumarusa.com Ce{}i*tl1*i{;sl 7:tt1z¡etNi*q I e*çireetl*ç i:,;rsi*3y î\Ì\;31.,)1 t ítt s I î.1ii.1tt \ fi rtvi{ i} ttfi1.t}.{ tl ;;Z Earthwork Compaction Testing Report Client: Giard Hornes Project No.; 16.7.159 Day: Attn: Roger Giard Date: l43l Airport Road Page: Rifle, Golorado 81650 Project: Lot24, Pinyon Mesa, Sage Meadow Road, Garfield County, Colorado Weather: Cloudy, windy, dry Temperature: 74o at 3:00 pm EarthworkContractor: E & LTrucking Vibratory double drum walk behind Description of Earthwork We performed compaction testing on fill placed under proposed footings atTested: west wall. Based on our test rEsults satisfactory compaction was obtained. Sample(s) Obtained: Verbal Communication: Luis with E & L Trucklng was informed of our test results. Placement and Compaction Procedure: Not observed by H-PlKumar Lift Thickness:Max. Rock Size:Conditioning: Compactor(s) Used:Number of Passes: Proctor Thursday 9122t162 of 2 CCFúFACÌ|VE EFFORT Al{D MOISTURE fO FltL ttuRlNG r}lE nMÊS WtE¡'l oUR ts OBSERVINS OPEF.ÀTIONS. ÏHE ilUCLEAñ DÊi¡SOfT{ET€R MET}fi¡D OF TESTING TÂ,AS USEO IN SUBSÎÁNTIAI ACGOROAI¡CË WITH ASITi D Ë9I8. Distribution: Glard Homee - Roger Giard ftgþICËfúgD /rjf Justin Orgill 9a¡iel E. Hardin, P.E. Fleld Technician Reviewed By Test No. Location Depth or Elev. Field Dry Density (pcO Field Moisture Content % Field Comp (Yol Min. Gomp. Req. P/ol Proctor Lab No. I 6'S. of NWcomer subgrade 106.0 14.2 100 98 217-16 10' N. of SW corner 103.s 14.5 21't-1629898subgrade Method on opt. Dens. 217-16 ASTm D 698 Sand t05.9 15.8 Office Locations: Parker, Glernvood Springs, and Silverlhome, Colorado H-P*I(UMAR 5020 Counly Road 154 Glenwuod Springs, CO 81601 Phone: (970) 945-7988 Fax: (970) 945-8454 Email hokolenwood@kumarusa.com *€:t{:,1çe't t .:i}1 t.rcf**uNinç i Li::çutz:*tàt:ç {}*:;1r,:¡;.¡ 1,-1;:ir:¡t;zi* ítn útl t r;avtt{tr'ftÐfi1.tâ Earthwork Compaction Testing Report Client: Giard Homes Proiect No.: 16-7459 Day: Attn; Roger Giard Date: 1431 Airport Road page Rifle, Colorado 81650 Project Lot 24, Pínyon Mesa, Sage Meadow Road, Garfield Gosnty, Golorado wealher: cloudy, light wlnd, rain overnight remperature: 46' at 2:10 pm Earthwork Contractor: E A LTrucklng Used:Trackhoe, Vibratory e rum behind Description of Earthwork We performed compaction testing for under-footing structural backfill. BasedTested: on our test results compaction was satisfactory. Sample(s) Obtained: Verbal Communication: Luis wlth E & L Trucking was informed of ourtest results. Placement and Compaction Procedure: Not observed þy H-P/Kumar Friday 9123t16lofl Lift Thickness; Compactor{s} Used: Proctor COI,IPACTIVE ÊFPORT ¡T¡D THE NUCLEAR DgNSOt IETER OF Max. Rock Size:Moisture Gonditioning: Number of Passes: Teet ResultsN wllH AST¡Itt D 593¡. Dislribution: Glard Homes - RogerGiard lrgrtrd@rs$üGtt /rjf Justin Field Daniel E. H P.E. Reviewed Byn Test Results Test No. Location Under footing backfill Depth or Elev. Fietd Dry Density (pc0 Field Moisture Content a/o Field Gomp. ('/"', Min. Comp Req. (olol Proclor Lab No. I Zno footlng line from west, 10' S. of N. end 4'below footins srade 113.8 14.2 100 98 243-14 l5.l Lab No.Max. Dry west,2 109.6 99 98 243-14 opt. N. of S. end 2nd footing 141 ASTM D 698 31 0 .9 217-18 ASTM D 698 15.8 H-P\IruMAR 5020 County Road 'lå4 Glenwsod Spdngs, CO 81601 Phone: {S70) 9¡15-7988 Fax (970) 945.8454 Email: hokolenwood@kumarusa.com {..:,r.:::"t:-:i::'t::;::1 '::: *.¿r'; :t'::: i1 t: : i i.t|.;tt tt:tr:t:::'i 'l'::.:i.:itií,)\l i':tí'.í ::.:.;:i't:1 i t:; ia::-i ¡ vi.tt,;i¡ i;r¡¡ : i¡::t ii :,¡,i Oflice Locatiofls: Parker, Glenwood Spings, and Silverlhome, Colorado Earthwork Compaction Testing Report Client:Giard Homes Attn: Roger Giard 143f Airport Road Rifle, Colorado 81650 Project No.:16-7,459 Day: Date: Page: illonday 9126116{ofz Project Lot 24, Pinyon Mesa, Sage Meadow Road, GarÌield Gounty, Colorado Weather: Clear, calm, dry Temperature: 55'at 10:30 am EarthworkContractor: E&LTrucking Equipment Used:t remote drum roller, garden hose Description of Earthwork Backfill below footings was tested with acceptable results during our morningTested: site visit Proctor value referenced is from adjacent Lot 31. Verbal Communication: Rafael with E&L trucking was inlormed of our test results. Placement and Compaction Procedure: Not observed by H-FlKumar Lift Thickness:Max. Rock Síze:Conditioning: Compactor(s) Used:Number of Passes: Nuclear Gau Proctor Sam Reference COMPACTTVE EFFORÎ A¡\IO i,|OITiTURE TO FIIL DURING THE TIMES W}€N OUR OESERYER F I¡OT OE$ERVING OP€RATIOÍ\¡S THE NUCLEAR DENSOMETER MET}IOD QF TEıTNAWAS USED II{ SUgSTA¡ffiAL ACCOROAilC€ WTffi AåTM O 893€. Distribution: Giard Homes - Roger Giaro (Hiå{dgæû!Sü Thomas J. Westhoff, CET DanielE. Hardin, P.E. TJwl t Field Technician Reviewed by Test No. Locatíon Depth or Elev. Field Dry Density (pcr) Field Moisture Content o/a Field Comp. {Yo} Min. Comp. Req. (a/ol Proctor Lab No. I W. interior footlng 2'N. of S. end 3'below subsrade 1T3.3 13.8 100 98 243.14 2 E. exterior footing, SE corner 3'below subErade 112.1 12.9 100 98 243-14 3'belowW. interior footing, 5' N. of S. end fl0.9 100 243-14 Lab No. 3 14.4 98 Max.Ðescriptíon opt. Moist. 243-14 ASTTV|D 698 c fi0.9 H.P*I<UMAR 5020 County Road 154 Glenwood Spdngs. CO 81601 Phone: (970) 945-7988 Far: (970) 945{454 Email: hokolenwood@kumarusa.com ¡)et:1<t¡:ltr,i:r:í l|. Ûçir*:,tz i*;; | íl: t itlar* *ti*{} ú::ts?r:rJv l'",1í1!4r ì:lií 1 {t}tt.i' I Y-t1\¿iií}(tzTt:}t1?iii Office Locations: Parker, Glenwood Springs, and Silverthorne, Colorado Earthwork Compactlon Testing Report Clíent Giard Homes Project No.: 16-7459 Day: Attn: Roger Giard Date: 1431 Airport Road Page: Rifle, Colorado 81650 Projec'h Lot 24, Pinyon Mesa, Sage lllleadow Road, Garfield County, Colorado itonday gt26t16 2af2 Weather: Clear, lightwind, dry Temperaturel 68o at2;00 pm Earthwork Contractor: E & LTrucking Equipment Used:Trackhoe,drum walk behind Description of Earthwork We performed compaction testing of under-footing structural fill. Based on ourTesled: test results, compaetion was ludged to be adequate. Sample(s) Obtained: Verbal Communication: Luis with E & L Trucking was informed of our test results. Placement and Compaction Procedure: Not observed by H-PlKumar Lift Thickness: Compactor(s) Used: walk behind Max. Rock Síze:Moisture Conditioning processed at stockpile Number of Passes: Nuclear Ga Moistu Test Results Proctor EFFORT AN9 irorsTuRE TO FILI.DURÚ{G THE WHEN ts NOf OgSERVING oPãRAÌtOr.¡S.IHE MJCLEÁR OËNSOMgfER MEIHOD OF rEsltr'tci w8 USEO WÌfi ASru o 6sxtð. Dislribution: Glard Homas - Roger Giard (uhdtrof.nstl iljr Justin Technician Daniel E, By P.E. Test No. Location Depth or Elev. Field Dry Density (pcÐ Field Moisture Content a/o Field Comp. (o/o) Min. Gomp. Req. (o/ol Proctor Lab No, .|interior W. footing, 6' S. of N. end 2'below suborade r1û.2 15.0 99 98 243-14 2 8. footings, l2'W. of E. end 2'betow subnrade lll.6 15.9 100 98 243-14 3 lnteriorllU. footing,lS'N. of S. end I'below suborada 109.8 14.0 99 98 243-14 4 exterior E. footing, l0' N. of S, end 6" below subnrade 104.7 t6.r 99 98 277-76 interior W. footing, 6' S. of N. end 106.1 15.8 t00 217-16 Lab No. 5 subgnde 98 Moist. Max. Dens. 243-'I ASTM D 6Ð8 110.9 14.8 217-lB ASÎtlrl ay with Sand t0ı.9 15.8 H-P*¡SMAR 5020 county Road 154 Glenu¡ood Springs, CO 9160r Phone: {970) 945-7988 Fax {970) 945-8454 Email; hpkqlenwoodGDkumarusa.com {}r: ;: 1+<.:i:¡ui.it t î z t:1it 4 i; 7 i ¡,ii i *¡t:yr* e t *<; Ç r::tyi rs*t l':' ;'tiii\ t;1il:, 1.2:* ;ëi{;t I i {1uit í}ti í.r \{;ttrini Oflicæ Locations: Parker, Glernvood Springs, and Sllve¡thorne, Coloredo Earthwork Compaction Testing Report Client:Giard Homes Attn: Roger Giard 1431 Airport Rdad Rifle, Colorado 81650 Project No.: 16-7459 Day: Tuesday Date: 9¡,2il16 Page: I aî I Project Lot24, Pinyon Mese, Sage Meadow Road, Garfield County, Colorado Weather: Glear, calm, dry Temperature:t4o at 9:30 am EarthworkConlractor: E&LTrucking Used:Vibratory double walk behi Description of Earthwork We visited the site twice today to perform compaction testing of under-footingTested: strucutral fill. Based on our test results, compâction was judged to be euitabie. Sample(s) Obtained: Verbal Communication: Luis with E & L Trucking was informed of our test results. Placement and Compaction Procedure: Not obse¡ved by H-p/Kumar LiftThickness:Max. Rock Size:Gonditioning:processed at stockpile Compactor(s) Used:Number of Passes: Nuclear Moistu Test Results TO FILL OIJñINÊTHE ouR OSSERVER OPERA1IONS,1HÉ OF IESTT{GWAs u$Eo 6UESTAt'tTrAt âc0(}RDAr.¡cE Wü ÂSltìt ¡¡09¡8. Distribution: Glard Homes - Roger Glard (rclr@r,f,f.nctl tw Justin Oroill DanielE. Hardin Field Technician Reviewed By P.E. Results Test No. Localion Depth or Elev. Field Dry Density (pcD Field Moisture Content o/o Field Comp. (%) Min. Comp. Reg. (olol Proctor Lab No. 1 lnterior E. footing, l5'$. of N. end subgrade 113.7 14.3 100 98 243114 Lab No.Method Description Max. Dry Dens. (%) opt. Moist. (%) 243-14 ASTM D 698 Sand f 10.9 14.8 Office Localions: Pa¡kEr, Glenwood Springs, and Silverthome, Colorado H-P*IruMAR 5020 Gounty Road 154 Gþnrvood Springs, CO 81601 Phona: (970) 945-7988 Fax (970) S4$,8454 Email: hokglenwood@kurnarusa.com *e'sí*ti zz ti:¡¡1 F: t1.)ii it: t:ji ulij I Yr tg* **tifir,; i)*alr.sçv l.ii al,3{ r:1L', I *:;tt¿tí} 1 Fi:.ri,t Í {}{irr¿{: 1iî.i21 Earthwork Compaction Testing Report Client Giard Homes Project No.: l6-Z-tg9 Day: Attn: Roger Giard Daie: 1431 Airport Road page: Rifle, Golorado 81650 Project Lot 24, Pinyon ifiesa, sage Meadow Road, Garfield Gounty, colorado Weather: Partly cloudy, calm, dry Temperaturez 74" at l2:30 pm Earthwork Contractor: E & LTrucking Eq Trackhoe,walk behind Description of Earthwork lllfe performed compaction testing of structural backfill under-footings. BaeedTested: on our test results, compaction was judged to be suitable Sample(s) Obtained: Verbal Communication: Luis with E & L Trucking was informed of our test result Placement and Compaction Procedure: Not observed by H-plKumar Max. Rock Size Moisture Conditioning: Number of Passes: Wednesday 9l/28/,'t6lof't processed at stockpileLift Thíckness: Compactor(s) Used: walk behind lo FII.L OURIIìIG rHE OBSERVER ts oSsgRvr¡re OPERATIONS- ACCORDAI¡CE WTH ASIî,1O 6938. I Tt{E oFlESnt{GWÂS USED IN Oistribution: Glard Homes - Roger Giard lgln¡üE¡g[q$ iljt Justin Oro ¡il Daniel E.P.E. Field Technician Reviewed By Test Results Test No. Location Depth or Elev. Field Dry Density (pcr) Field Moisture Content a/o Field Comp. (Yo) Min. Comp. Req. (o/o\ Proctor Lab No. 1 North corner 4'below footing orade 106.2 18.2 100 9s 217-1Ê 2 East comer 2'below footing qrade f 08.3 15.8 100 95 217-16 Lab No.Method Description Max. Dry Dens. (%) opt. Moist. (%ì 217¿6 ASTM D 698 105.9 15.8 H-P*I(UMAR 5020 County Road 15.4 ,Glenwood Springs, CO 81601 Phone: {970) S45-7988 Fa* (970) 945-8454 Ernail hokolenwood@kumarusa.com i;.: ij',rj{:ì1 úníJi l. n g: t t:; 4¡ ¡¡19 | 7" *r;ti *e+ : t* ç i}t t:i cç1y I't1 ;, t" ¿ ¡ ¡ ni "' I rjt t' ú. í: t! i r.,.; i r r: r¡ r* ¡,: n I *i Oñice Localions: Parker, Glenwood Springs, and Silverlhome, Cslorado Earthwork Gompaction Testing Report Client:Giard Homes Attn: Roger Giard f 431 Airport Road Rifle, Colorado 81650 Project No.: 16-7-{59 Day: Date: Page: ïhursday 9t2st16lofz Project Lot24, Pinyon Mesa, Sage Meadow Road, Garfield Count¡r, Colorado Weather: Cloudy, calm, dry Temperature:63o at 9:30 am Earthwork Contractor: E& LTrucking Used:Trackhoe,roller Description of Earthwork We performed compaction testing on under-footing backf¡ll. All tests metTested: minimum proJect compaction specifications. Sample(s) Obtained: Verbal Communication: Luls with E g L TruckÍng was lnformed of our test results. Placement and Compaction Procedure: Reported by the Contractor. Lift Thickness: 1'Max. Rock Size: I'Conditioning hose Compactor(s) Used: Vibratory double drum roller Number of Passes:as requested Nuclear Moistu Proctor COilIPÂClME ÊFFORT ANB MOISTURE TO FItL OURINB ]HE oln rs t¡ol OgSERVING THE NUCLEAR OENSOMËTÊN MEfHOD OF TEST¡ilC WA8 U6ED vìñûl ASTT,l D 6938. Distribution: Giard Homes - Roger Giard lrdrd8rctnotl /ljf Ph¡t o Field Technician Danlel E. By P.E. Test No. Location Depth or Elev. Field Dry Density (pcr) Field Moisture Content a/o Field Comp. (%) Min. Comp. Req. (%) Proctor Lab No. 1 exterior E. footlng, f 5' N. of S. end l'belour footing grade 1'11.2 14.1 {0t 98 243-14 interior N. footlng, 20' E. of W. end Lab Description Max. Dry 2 109.3 15.6 99footing 98 243-14 Method opt. Moist. 243-14 ASTIUID 698 s I10.9 r4.8 H-P*KUMAR 5020 Coung Road 'lå4 Glenrvood Springs, CO 816Of Phone: (970) 94$.7988 Fax: (970) 94F.8454 Email: hokolenwood@kumarusa.com t";,j*|a::':i1i1i{:;it. |litL1itt+:t:riit:¡ i i::r¿t¡¿:¿:t}ii:trt {.}t},,.jifj,-;rí ,, I :' r¡.ìi:, l. ..' ,, : I ,::,. .. ,í ,i,;.¡,:.:r Office Localions: Parker. Glenwood Springe, and Silverlhorne, Colorado Earthwork Gompact¡on Testing Report Client: Giard Homes Proiect No.: 16-Z459 Attn: Roger Giard l43l Airport Road Rifle, Colorado 8lô50 Project Lot 24, Pinyon Mesa, Sage Meadow Road, Garfield County, Colorado Day: Date: Page: Thursday 9r29fi62 of 2 Weather: Cloudy, calm, dry Temperature: 66" at 1:00 pm EarthworkContractor: E & LTrucking Equipment Used: Description of Earthwork Tested: Sample(s) Obtained: We performed compaction testing of undEr-footing structural fill. Based on our test results, compaction was judged to be suitable. Verbal Communication: Luis with E & L Trucking was informed of our test results. Placement and Compaction Procedure: Not observed by H-plKumar Lift Thickness: Compactor(s) Used: walk behind Max. Rock Size:Conditioning at stockpile Number of Passes: Nuclear MofsturelDe Test Results Sam Reference: fo FILL oußtNG ÏHE TlfrcS wfiEN OUR ossEnvER iloT OPÊRANO'{S THE NUCLEAR OF TESTING wAs uÍiED IN SUSSTAhMAL ACCOROAT¡CE waH ^sït¡ 6936. Distrlbution: Giard Homee - Roger Giard {fSEg$&eûE*!, aif Just¡n O Daniel E. Hard P.E. LocationTest No. Depth or Elev. lJensrfy Field Dry Density (pcfl Field Moisture Content o/o Field Comp. (%) Min Comp. Req Proctor Lab No, 1 N. corner of interior W. footing footlng grade 108.2 16.4 s8 98 243-14 2 E. exterior footing, 30' N. of S. end footing grade 113.6 14.8 t00 98 243-14 3 N. interlor footing, 15' ìlll. of E. end footing grade 110.e 15.6 r00 98 ?l.3-14 4 E. garage footing, {2'S. of N, end 3'below footina qrade 108.8 13.¡t 98 98 2l,3-14 5 E. garage footing, 10' S. of N. end l'below footins grade 3.0t1 13.1 100 98 243-14 W. garage footing, I'S, of N. end 111.6 100 24s-14 Lab No. 6 14.0 98 Method on Max. Dry Dens. opt. Moist. 243-14 ASTM D 6Ð8 fi0.9 r4.8 H-P+IruMAR 5020 Counly Road 154 Gle¡wood Springs, CO 81601 Phone: (970) 945-7988 Far (970) 9458454 Ëmail: hpkqlenwood@kumarusa.com iìea\1,1 ía:îii',i,::a:ìt f:aí.2i{/:,:ti{:.;} i íi:';r:7r-;t:f:r:;:t:3 a,.'i=tl,.:t¿:; li ;:.i ::: ¡;:,i:; í r:t:I:z t'4 i iaii'jit a;n'i-:¿i..i ::,i Offce Locations; Pärker, Glenrvood Springs, and Silverthome, Colorado Earthwork Compaction Testing Report Clienl Giard Homes Project No.: l6-7"f59 Day: Attn: Roger Giard Date: 1431 Airport Road Page: Rifle, Colorado 81650 Project: Lot 24, Pinyon Me$a, Sage Meadow Road, Garfield County, Golorado Friday 9t30fi61of1 Weather: Cloudy, calm, dry Temperature:66o at l1:45 am EarthworkContraclon E&LTrucking Used:Trackhoe, Vibratory double drum walk Description of Earthwork We peÉormed compaction testing of under-footing structural bacKlll. BasedTested: on our test results, compaction was judged to be adequate. Sample(s) Obtained: Verbal Communication: Luis with E & L Trucking was informed of our test results. Placement and Compaction Procedure: Not observed by H-P/Kumar Lift Thickness:Max. Rock Size:Conditioning:processed at stockpile Used: walk behind Number of Nuclear Ga ñlloistu Test Proctor le Reference: COi¡FACTIVT EFFORT ANO MOISTUFE THE ilUCTEAR OENSOME'TER MÉ,THOO TO FILL DURING lHE ll¡r,lES WHEN OUR OBSERVER rs NOt oasÊRvrr{G OF lESTl{G wAs us€o SUASTAIYTIAL ACCOROANCE WfTH ASTU D 6838. Distribution: Glard Homee - Roger Giard (fg&ld@[gÊS iltî Juetin Orgill Daniel E. ïardin, P.E. Field Technician Reviewed By