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Home My WebLink AboutDensity & Gradation Test ReportsSul 31 06 05:03p Tim Holder 1-907-624-3278 p.1 ALAS K % T E S T L A 3 .-.-._i.-n t OQWk. i r_ ?Y_f-- - I f)0- IN PLACE DENSITY ASTM M922 6 D2216 +Dispatch Date: `7�FYO 6 Dispatch Tme: I : FY^ Page _.1 Client: HArJ W W.O.: 31 9 Project I . A Irtr mt Order Taken By: &er Requested By: )arms Requested: Insbumenlyk Test Lncatbns Selected By-. ATL ❑ Owner ❑ Contractor Ndydlcbtbd of3esFi7�Its 2�'Seh TR-'<1 -': idols. - _e:. 'fiYitd'.�{ry'�t Time OeparWd for Sde: Arrived M Site: -- Tested byldale: p Zif C Tune Departed Site Time Amed Bark: f Reviewed byfdaw: Standby Requested by (sWdfend): - ❑Slab ❑ Grade Beam 0 Read ❑ WalerUne ❑ Electricalline ❑ Fooling ❑ Column pad ❑ Plmldng Lot ❑ Sewer Line ❑ Gas Line ❑ Sidewalk ❑ Curb S Gulter ❑ Slam Drain j �y a Oche( �F,.tit4 nn Eui" 4- bi 16 5 No. .3 1 Gavd Send -200 Pmbe Bulk Dry Wafer Prbebr %Dompaglon 5 I (. 5,9 G S Type Of Wbanal: $cuncl C:�( Lab Moisture: Test Location: 55 Proctor Lab No.: tto-hi.o v � LlevatloriM No. 1 +37 Gavel Sand -200 Pmbe Bulk Dry Water Pmcbr %Compaetbn 0 95 i fr. 16 c, 9 N 5 Type of Mate al: 'o.wr y rr✓¢.I Lab Moisbae: Test Location: SS D No.: CLN#cP C Clr 2, 4or Elevation: Sg No. +3- Gavel I $antl -200 Pmb a Bulk Dry Water I Pmbbr %Compaction �+ 0I 5 5 M.3 Ila 15.7 13 I r!l q k r Type al btaWrial:,) i <r 1 Lab MoisWm: Test Loca0on: q) V c '1-u' 4- Roelor Lab No.: n,nk B—fion: No. 1 .3- 1 Gravel I Sam -200 Robe Bulk Dry Water Prxtur %Compaction Typeol Material: ) Lab Moisture: Test Location: Proctor Lab No.: Ekwation: ==F •,>'S_Trsr�kile c e in o c. e; ❑ Unit Price- 8M Ste vials Toeb TdkWbyrdale ---- Wnee-ATLFae Ydkm-Fiord Repot s040B9ree1 . AiMiwagG Nana 93503 • (90/i %2-2000 (voile) • (eD7)5633A911a). xmv.daHtan Rc«aowr Jul 31 05 05:07p Tim Holder 1-907-624-3278 p.1 AL.ASKA T E S T L A 6 It C10UdL LLG IN PLACE DENSITY ASTM 02922 6 02216 _ -, Dispalcb Dale: 7h lo�- - D'apakbTlase: Page--L_af Project � lztut , - =Deerr�Rei�ues�: OrderTakenBr — ( N Ode, Regw.Wd By. (11 p, Instmmentfi c' Test L�Bomsended BY ATL ❑ Owner ❑) CConbador Tfroe Depadedfor Ske: 71me Mive�al See: Tested bildale: 2g Time Departed Sae: i Time lVrlw:d Back: Reriaved WIdate: Standby Reg�d b1' (Wtaltlend). ❑Slab ❑ Grade Beam ❑ Road ❑ Water Line ❑ Elecfiml Line ❑ Fooling ❑ Coki" pad ❑ PaWM Lot ❑ Sews Llrle ❑Gas Line ❑ Sidewalk ❑ Curb 8 GO" ❑ Sbnn Drake ❑ Odw C•Ed No. 1 +3' Grawil Sand -200 Reba Bldx Dry Water Pmrmr %Cpmpaaon 't D 5 'n_ 13 :" 1 i ^- �� Tywofaaatedal- '; ✓ Gui - <c .< <:� Lab Mobkrie Table Loealan: No. ♦T IGravel01 Bulk e %Compas4w j C I('I c Ot r- Type of MatmiaL-:r: I ti\L`�:Ir'u� Test Location: (_� ww(:. TM O Prodo*lab No. , / ec,ere4e 4'i Ls 1 k 9eveBml:` 6knse e No. t3' 1 Gravel Sand -200 Pioba Bulk Dry Wafer P.r %Dompar:4on ^> 3 136 Q a t: nl:efe in 7ypeot rdamteb _ r ...:z ev, r Lab Molabuec Test Ladbn: Rociar lab ft.: ' .mac - Cn ne:- e firms iln Ehvalbn'eye Se o No.` t3' Grovel Santl - 0 Probe BM Dry Water Rooter %Compactlan L �I -Cr'�< ,J CCZ f i� l Typeof Malenab a, Sn.n cT .�.� Lab Moiskoe: T¢stldation: - -Fc;n'L _` Predor lab No.: Ci„ PQX6 a ZE LI L 11 . 'REMARIiS:'r"5 ❑ unit Prim T&M Sltevixgs Tests __ Talredbyldem Wlvle-ATL F1e Yt•Jloyr-Fa1tlRa AMBSVeet . pre atje,Alaga9M . (sBr1562-2M6T a) • (W)SM9531lar) • enw.eaa.mn �"� / 'Jul 31 06 05:07p Tim Holder 1-907-624,3278 p.2 m u., Uu. ALASKA T E S T L A B l- l'•-,__'nn c4 70 IN _LC \4}( V\ IN PLACE DENSITY ASTM D2922 6 D2216 Dispatch O31e: Dispatch TMe: pageof 3 c b Fmlert CAMactor. ONer Taken Sr Order Requnted BT. Dale/DmeRequesRd IrWmnrnrl7k. -- Teal l.ataEOrS Se%CW Br. O AT.L. .. Ownw ❑ Contractor NOLfcalh'ii otlfss�T'FY�d6✓'1"o :fri��;`;".r.1+4' �---?'ice<- � �$2:i.r;'�i%-�%Fi`fY Time Departed for Slle: Tune Ariived al Sala:'_.._-._.... Tested q df . Tlme Depadad Sim: Time Arthed Back -J ReyieatMbyfdste: Standby Requeseedlry Tsmrbend): ❑Slab ❑ Grade Beam ❑ Road ❑ WSWUM ❑ meebial Lhe ❑ Footing ❑ Column pad ❑ Parking Lot ❑ Sewer erne ❑ Gas Line ❑ Sidevalk ❑ CurbB Gutter ❑ Storm Drain 0. Mar Nyin±n; A .r n-i- -{ur k5 No. ,3' Gravel SaM -200 Probe Bulk Dry Winer %compactml o Ip, i 36 5 Typecf Maledal: •r.,�zl ( L LabIo Wre: Test locatlon: C,,4 .. rN nu;k I ProCorlab Nw. .ukty- •..�c.+z ri'n seamre No. (r •T Gr Sand o 5 -200 Robe Berk 1. o Dry I WaW 0, Rootar L %DempaCloe ��o' .cf TYpewMaledal: L: \ rZ Lab MoWW TeAboa0on: }c) 'fGIN C Or Ragw Lab No= V - `a�\Cd ^tin l7eratbm' basen , No. .3' Gravel Sand -200 Robe 9u0t Dry Wooer Rocmr %CompAeyen U `5 5 I T 7• i [, ^ 0 Typoalvhwak -,-. ,:. �; R' lab Moll. Tem Lerafl=L7 Sit WJl mLt. Raomr lab rao.: N (L- Z 1 41+ 9evmbn: No. tT Gravel Sand -200 Probe B w OM Water Pro %Dampsbwi B .a 3.1 .0 36 Q /�./d v� Type mbbleriar �o re.u�l 'r _ Lab Mobhee: Test LOCOW.: -cle (�. t,.V ,J Rormrlab No: L - I C ). H 9oralbiv5�w. [- h :RENARI(5"':.-- ❑ Ural Price MT&M Seavfaita _ Teas _ Ta by� WMIe-ATLRY reJnw--F dReport a0lDBSaed . Antlxaaga Alalagffii . (g0rl5bz-am0(wml • 100f1aua9 tte�) • nrrxmrmn m,:zeam. f i,y 5 ' Jul 31 06 05:07p Tim Holder 1-907-6243278 P.3 AL.ASKA T E S T L A B .�. Oivfsion ct OOWL LLD CD }l V\L q� i0 (1 IN PLACE DENSITY ASTM 02922 & D2216 ', D6l,aR Date: DSparcbnme: - Page_j_of 3 aeol,... W.D.: Pmjerl ......_ - -Cdntracmr. Order Taken B Y . -._ Ober RequmedB,. O.or me Requeslert h mumenck ___ T&rttamllons Selected By-❑ ATL ❑ l w ❑ contactor r vino OeOaded kr$IR.,.-' Tlrrre Ardvd 85Nc --. Tested gldeta: True DeparRd: nme Ardwd Bari RaviaWedby(dabr. SfanAry Repuestedby IsreNrnd} El Slab ❑ Grade Beare ❑ ROad O WeterLNe ❑ Eieoldcal Lire ❑ Footing ❑ Column pad ❑ Pakbig Lot ❑ Sevrer Lb. ❑ Gas LJne ❑SideWdk ❑ Curb &Gutter ❑ S1mn Dray 13 Omer 4E .KS No. +3 Gravd Sa,d -PDO Rabe Bulk - D,Y Wooer Pmcbr %tornpaplon (� j c/ l V f: TYpeal Maledal: - U vvd : z lab abtsn... "u �4� or-W. L�.;O oA i� t Prpcfp Lab No.: r,Nc,ai ,: c L �. 'lb No. 9' Gravel I Sad -Zq Pmbe BWk Or, Wale, Pmrrbr %Dampaglon TYPe OtlddaieL Lab Masbre: Test Loofian: Rvclor Vb �_ Bov NO. +3 Gr Sand -200 Pmbe Buk Or, WaterPlMhlr %Conpaull. TYoe o(Ah@,pl: lab Motstum iert Lovmn: P, rLahlb= - Eleral'on: NO. aa' Cxawl Sand 1 -200 Ppbe Bulk Dry Wda pee %Donpaefgn T eafMEdedab �b,� Tmltr>r�on: Pm LobN - Elevarn,rc ❑ Unit Prim ❑ Tw Ste vivk_ Te _ Tonoobyme* WHfe-ATL F4 Y4bx-FWdlLpprl JOtDBBleet . A006rAJe,AWfo995m • 19prlSMEmrydcal • 1BM 567,5DN0 • wv.aaHmn ambmmw . •. WAR-ATLFie YWpx-FYgfrgal daeDO s0at . A�rl,rapa,Am�s45m . Lmr75ezAmlrOkol - lOBO563a4ea (NQ • ..n..aaamn - ' -zoe yS ALASKA Client: Hankal Construclion T E S T L A El A D 1 v I a 1 o n o f D O W L L L G Project: 2K6-100 Unalakleet Location: By Client czl, SS e>zz0o 2.03 (�24vEL riLl En¢ineerine Classification: Poorly Graded GRAVEL GP Frost Classification: Not Measured 100% 90% 80% r °a 70% 3 a, 60% a oa 50% w a 40% 0 a d 30% a 20% 10% 0% 100 10 1 0.1 0.01 0.001 0 Alaska Tesllab, 1999 Particle Size (mm) David L Andersen David L. Andersen, RE,Technical Advisor 4040 B Street Anchorage Alaska 99503 • 907/562-2000 • 907/563-3953 sIZE Pq$$IN4 SPECIPIGnON +79uNb� InclubeLart2eSlm-% 3" 100% 2" 80% 1 1/2" 71% 1" 52% 3/4" 44% 1/2" 33% 3/8" 28% No.4 19%f I a 19] TaWI 59g No. 8 No. 10 12% No. 16 No. 20 9% No. 30 No. 40 8% No. 50 No. 60 7% No. 80 No. 100 6% No. o zoRY. 4.5% Tolol�of Fne Fmbdm 336 0.02 mm ALAS KA ----. T E S T L A B A Division of COWL L L C Client: Hankal Construction Project: 2K6-100 Unalakleet Location: By Client S5 CL.ZCO Z,D4 SL LL C.! /—/LL 4- Engineering Classification: Well Graded SAND with Gravel. S W Frost Classification NFS MOA 50 s=2.85 40 s=2.75 130 • _ 120 10 00 90 sn 100% 90% s 80% y 70% 3 60% T � 50% m 9 ao% 0.a 30% 20% a � IO% Cam. 0% 100 0% 5% 10% 15% 20% Water Content 10 1 0.1 0.01 0.001 Particle Size (mm) iVIODIF'lED PROCTOR AASHTo T-180 B W.O. A31469 Lab No. 2006-523 Received: 5/10/06 Reported 5/18/2006 Uncorrected Maximum Density: 133.2 pcf Optimum Water Content 7.6 % Corrected Density: 136 pcf Corrected Optimum: 6.5 % Moist Preparation Mechanical Compaction s� v. nns so.c nan +3-in Noiluclude inTan =-0%': - 3" 2" 11/2" 100% 1" 95% 3/4" 89% 1/2" 79% 3/8" 72% No. 4 52% ToW WE-28183g - - No. 8 No. 10 34% No. 16 No. 20 23% No. 30 No. 40 17% No. 50 No. 60 10% No. 80 No.100 2% No.200 1.2% Must We oFBneFrecdon-333Ug:.- 0.02 mm David L Andersen O Alaska Tesdab, 1999 David L. Andenen, P.E., Technical Advisor 4040 B Street Anchorage Alaska 99503 • 9071562-2000 • 907/563-3953 ALASKA MODIFIED PROCTOR -..- _ T E S T L A E3 AASHTO T480 B A Division of D O W L L L C Client: Hankal Construction W.O. A31469 Project: 2K6-100 Unalakleet Lab No. 2006-522 Location: By Client Received: 5/10/06 Js C ZZ.0 C: >. Cri j�-RFdCI Reported 5/18/2006 Engineering Classification: Poorly Graded GRAVEL with Silt and Sand GP -GM Frost Classification: Not Measured 160 Uncorrected Maximum Density: 136.9 pcf Optimum Water Content: 7.1 % C T O 100% 90% = 80% y 70% 3 60% T � 5090 co 40% F 30% 20% a � 10% G 0% 100 I50 =2.85 140 ■ =2.75 130 - ■ 20 10 00 90 an 0% 5% 10% 15% 20% Water Content 10 1 0.1 0.01 0.001 Particle Size (mm) Corrected Density: 144 pet Corrected Optimum: 5 % Moist Preparation Mechanical Compaction svx rt6ws svrcarcnn0.v a3 in Not lncludei in Tca=-0% - -- 3" 2" 11/2" 100% 1" 87% 3/4" 71% 1/2" 54% 3/8" 45% No. 4 31% - TOW Wt 981gNo. 8 No. 10 21% No. 16 No. 20 15% No. 30 No. 40 II% No. 50 No. 60 9% No. 80 No.100 7% No.200 5.7% ToW Wr. of Fnc Faction=4]8.9g 0.02 rum David L Andersen C Alaska Tesdab, 1999 David L. Andersen, P.E., Technical Advisor 4040 B Street Anchorage Alaska 99503 • 907/562-2000 • 907/563-3953 : ; ALASKA T E S T L A 9 A Division of D O W L L L C Client: Hankal Construction Project: 2K6-100 Unalakleet Location: By Client JJ C ZZC,G 7.CCE�vl v'y Engineering Classification: Well Graded SAND with Gravel. SW Frost Classification: NFS MOA 160 150 100 t00% 90% r 80% d 70% 3 60% A 50% en 5 40% a 30% c 20% u � 10% a 0% 100 &`X___ ME 90 80 — 0% 5% 10% 15% 20% Water Content 10 1 0.1 0.01 0.001 Particle Size (mina) MODIFIED PROCTOR AASHTO T-180 B W.O. A31469 Lab No. 2006-524 Received: 5110/06 Reported 5/18/2006 Uncoaceted Maximum Density: 133.5 pcf Optimum Water Content 7.5 Moist Preparation Mechanical Compaction sus eicsme seecauunon +3 in Ncn ucludW in Tai=-O% - -- -- 3" 2" 1 1/2" 1" 3/4" 100% 112" 90% 3/8'• 79% No. 4 56% Taal Wt.-2"55g No. 8 No. 10 35% No. 16 No. 20 25% No. 30 No. 40 20% No. 50 No. 60 12% No. 80 No.100 2% No.200 0.7% T.W Wcdf Fine Fmcnon-Magg- 0.02 in, David L Andersen O Alaska Tesdab, 1999 David L. Andersen, P.E., Technical Advisor 4040 B Street Anchorage Alaska 99503 • 9071562-2000 - 9071563-3953