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Home My WebLink About939 Caroline St Technical Cardiac/Dietary - BuildingTECHNICAL Permit # Address T3`1 C&rO V'I (a, SA— Project description 01 ffx C McA'Ca� Ce-AAiCA- N ow Con!&+tv cAj o k, Camel, & c D �CWo\44-49� MMI v) _ 6-��Ce S pa.c e, Date the permit was finaled Q 9- 6 - d-7 Number of technical pages I 0 S 4��V.Xaa1Z & Associates, Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE.�j� �` ©�' PROJECT #-��- PROJECT illlDi LOCATION KRAZAN PROJECT MANAGER: Nt%Yb FIELD REPORT NO 51603 CONTRACTOR. Qm--:7;> 14 JURISDICTION 10A PERMIT #- INSPECTOR: 'SA -Z- t1604 WEATHER: c -� LA--) TEMP -j O S s1'Fz7 To the best of my knowledge, the abo WAS WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: 215 West Dakota Ave. Clovis, CA 93612 2205 Coy Ave. Bakersfield CA 93307 1025 Lone Palm Ave. #2E, Modesto, CA 95351 545 Parrott St. San Jose, CA 95112 5808 Price Ave. Bldg. 1016, McClellan, CA 95652 TI �f— ,.... —n,41 th. — 'A fn the rh Technicia/��\ � gz� It � (559) 348-2200 4221 Brickell St. Ontario, CA 91761 (909) 974-4400 (661) 837-9200 1501 19" St. NW Suite 106, Auburn, WA 98011(253) 939-2500 (209) 572-2200 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 (360) 598-2126 (408) 271 2200 19501 144" Ave. NE 0-300, Woodinville, WA 98072 (425),485-5519 (916) 564-2200 Revision 0 Effective Date 8/16/02 of the client. This eoort may not be reoroduced any format without the written vermis of the client and Krazan & Associates. �'ZONTRAGTIOR: JURISDICTION W P "Mij-N- IEDIR R Ok" 'IN" SPECTOR S WEATHER fa I-Aw 0 26_2_�O �i4l P/ ZT, 41- qL, Z, V_ 7"W M 1-2,07 u 4 'RIM ME Av, Ne _4 L !JL mwl4 ;r7_ L 21. A------ 4 T- 5 J' .. .... . iP -- - ----- - -- rw 6 e -jdns,;s e(�,&cifl6r)s;,dhd'regyj tory ecl -a with fb\jbdp �p (p�cipo dbb\v Not, _!q(,f tnbdlh Serving the Wes' -LWW&States _,L 1 4. Re istoT '1 SOI; Field�Report.doc, Eff6di,,6 bate YiS105 'AM'thy e& rt niinaredifo &eeiclukv use oi&client 76ds-rep6it-may n6ilbe'repr6dkedin any format WAouttfiew6ne krrnissSnOitfieclient and ' &,As.sociat.6 4i k � AW KraZan & Associates, Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. PROJECT PROJECTC✓�i�- LOCATION KRAZAN PROJECT MANAGER. FIELD REPORT NO 69677 CONTRACTOR. �6 +� JURISDICTION PERMIT # a5 INSPECTOR._/GL WEATHER. TEMP - 1. ) �l✓�� s �7-?KF�c� Q� 1c��5 /�7�?,d fa�aGr<l��G, i"� ,7- ooWea-1140 e e"Z Equipment/Asset Number(s) To the best of my knowledge, the above WAS / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician Serving the Western United States 1501 Field Report.do Revision 1 Effective Date 5125105 The nformau pr ided this report prepared for the clu use of the dient..This eport may not be eproduced any format without the writte permission of the client and Krazan & Associates. %M.KraZan & Associates, Inc FIELD REPORT NO GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. PROJECT #: P R 0 J E C T-t-11-VMlik OY-?Itf LOCATION RtO4 KRAZAN PROJECT MANAGER: CONTRACTOR. JURISDICTION PERMIT #- INSPECTOR. )F/z "c i( WEATHER. &) C, TEMP t& -n <, CA) 5&9 1 tp06-r1&rj /,P,V:s 10, 111��fwllld� cZ4 ro rR6*;n 8c; -t-6 ol '00 -4 le7lf /b 7�4 Equipment/Asset Number(s) To the best of my knowledge, the abov �W/ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician la Serving the Western United States 1501 Fidd Report.do Re ision I Effective Date: 5n5105 Th, ninrma nr ,dM th, 1, ofthe di nt. Thi enort may not be reproduced in any forint without the writte pemds of the client and Kraz.an & Associates: llkx Associates, Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. PROJECT #:-10&- PROJECT OVI'APIC.� MA;A LOCATION X./I. KRAZAN PROJECT MANAGER: SEEMS= CONTRACTOR. j6do, JURISDICTION d-1.4, PERMIT #- INSPECTOR. WEATHER. ^ C_,, TEMP .vr C-eja"-w 40 -42K/ /do Y=55.,e 77W�5 -7-49�57%-O(; "R4 lAne�7 a gr IEquipment/Asset Number(s) TO the best of my knowledge, the above/ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: Serving the Western United States 1501 FieLdReport.do Rey I Fffech Date 5M/05 The informatio pr ided this report preparedfo the elusive of the clienL This report may not be reprodu ed in my format without the written permis ton of the client and Krazan & Associate =,.=.V*.,raZan & Associates, Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE —/.� . ! PROJECT #- /o/';' - aG 6 3/ PROJECT �`��G' 1'!%9 <-7'e- LOCATION KRAZAN PROJECT MANAGER: FIELD REPORT NO 51610 CONTRACTOR: )0 jp JURISDICTION PERMIT #'_(� INSPECTOR. WEATHER. TEMP.,5'2-k3 C ASS 0f' "? -I-eD/i /D 7-0 4 -7 7-n 9 lcloeevyl (—I -r-0 N-. i �G �1 /V ! l `o�� i�r 4,�� [.C� � c`�'7��v� f►i2 � ��4�' T'i G � �<P ?�� IfrRZE To the best of my knowledge, the abov WA / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: 215 West Dakota Ave. Clovis, CA 93612 (559) 348-2200 4221 Brickell St. Ontario, CA 91761 (909) 974-4400 2205 Coy Ave. Bakersfield, CA 93307 (661) 837-9200 1501 19" St. NW Suite 106, Auburn, WA 98 2 • (253) 939-2500 1025 Lone Palm Ave. #2E, Modesto, CA 95351 (209) 572-2200 20714 State Hwy 305 NE Suite 3C, Poulsbo, .WA 98370 • (360) 598-2126 545 Parrott St. San Jose, CA 95112 (408) 271 2200 19501 144* Ave. NE #F-300, Woodinville, WA 98072 (,d25),485-5519 5808 Price Ave. Bldg. 1016, McClellan, CA 95652 (916) 564-2200 Revis, o Effective Date 8/16/02 The nforrnau pr ided on thi eport prepared for the exclusive use of the client. This report may not be reproduced any format without the written pertnis of,the cli nt and Krazan & Associates Awl 'kVi 1:4N R, �-iii k�'Iq 64,,9 ..... ..... EDe N,,TqF;�G-T,,b,, Nk. 41- MWIN 25 m r TTfflo FF – ---- ------------ - .xFN, R OM M11, I —C -12 R MMI MMW'. q%—j— - - - - - - - - - - - - YlAr "K cw "'Pz", b v m 52 i'll 5A --,2) "o -z it 4. w ;xgnq prp ,sr` 'QU. K'aZa1 & Associates, GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. PROJECT #: PROJECT- -a?r, LOCATION. PY KRAZAN PROJECT MANAGER: Inc FIELD REPORT NO 72074 it CONTRACTOR: 9USC'f1'4f"4,2 JURISDICTION Pr PERMIT INSPECTOR. WEATHER. et-1fgfl TEMP 6?ry sl7,;E 7; 3V [e�-ri fn..4 n c.�ss o.� ',ET- wio _ Hg's Yx X %s /3F_.�m Qit/ G i e( A 1� •4T.E . DAIGY 7-265� rOe,," S/,045- 7Z "'CX 1 v' A, Joe lel Tion/ `T/asci . �'��s /1 7`� `iG�aul t�f � �erJ.�R_ �J�-�.0i7.s,-�. �= 5•,,�1�T�• Ld719S .Z[,%o. ewrofb . Div/s x ,,ry Ur 4e 6 Equipment/Asset Number(s) To the best of my knowledge, the abov AS WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician. Lf� Serving the Western United States 1501 Field Report.doc Revision 1 EffectiYe Date: 5R5/05 ._ m,.. ...,.......o., n,a M --h —A f o aA*-, the —itte erm, of the cli nt and Krazan & Associates. TO WIS WELDING INSPECTION SERVICES Inspection, NDE, Tasting P O. BOX 1044 SUQUAMISH, WASHINGTON 98392 (360) 697-1771 FAX (360) 697-7316 Krazan and Associates, Inc. Berschauer Phillips/Owner Rep. Building Official -City Port Angeles W1J �vL v+ DATE 1016106 NO. 7748 PROJECT Olympic Medical Center LOCATION Port Angeles WA CONTRACTOR BPCC OWNER OMC WEATHER Lt. Rain TEMP 52 F PRESENT AT SITE Contractor, Vanderlip PERMIT NO. 05 00000458 Krazan Job No 10606-031 SPECIAL WELDTNO INSPECTION -LIGHT GAUGE Requested by Kra7tan for special light gauge welding baspection at the project. Amved at the site 0815 hours, 10!6!06. Requested by the contractor .for VT (visual) inspection of completed light gauge fillet welds, steel stud connection clips, diagonal (kickers) bracing connection clips. Inspecting. along GLs 10, 11 FC, Kitchen East Wall. Also requested for VT inspection of completed erection and welding pipe column to replace W -beam per approved RFI 244, AA detail, GT. lxK.3 Light gauge welding per approved RFT 222 and S2.3, S5.2, Findings 1 Light gauge welding by Van.derlip welder, ID TG, WABO ceitifed for FCAW, light gauge. 2. Light gauge welding FC.AW, E71T-XX electrode wire, fillet welds. 3 Inspected light gauge welding ACCEPTABLE and CONFORMS to details, RFIs, and AWS ,1.7.1.3 4 VT inspected welded pipe column, welding by Evergreen,.Erectors, WABO certified welder Tn.spected welding and erection CONFORMS to RFI 244 and is ACCEPTABLE per AWS 171 1. Ken Havens, Senior Inspector, AWSICWI, ASNT III SIGNED 11;;WaZan & Associates, Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. PROJECT 00, PROJECT LOCATION KRAZAN PROJECT MANAGE FIELD REPORT No 70222 CONTRACTOR 7 JURISDICTION PERMIT #- INSPECTOR.571,m WEATHER. TEMP- WX S -713' Equipment/Asset Number(s) To the best of my knowledge, the abc(e WA WAS NOT performed in accordance with the approveqplans, specifications, and regulatory requirements, Superintendentfflepfesentafive: Techni n: - Serving the Western .United States q> rte-klk 4 -100 IS N -i77'02; 8' t 'SM REPORT s Ar MNIONARIANA M.L K&J!V 0_*LN-NUINLMNW 7 ft., vZRK lOYMN' RA I GO xi p RR R, iilrk UM" 41", SIS x" X WF 9 Alliw"5 A� _"e 2- "PA l7i F; ,k s s-' t N 'Ien A e Nlifti K C, soedfic g W!TpM -,SU Oprint6nddnt7,Rdp-((ksdnfidfiv.ei:,�, w _5 -A, µ:'Fw -�O Ut: '-_ -- "I Fl_ -®rg SJ�'YV the I - -, -' ' -, i 0-r-te da "shy S" wR 1i Z' 15, E&6& Date S/25/OS '�;4�. A AMr thi —ii-edf—the fbmim with..t ihe vi'nite peffidisionbfthe client and K,, Associates: Xf* '��`�?e.✓��?4�-i.MT.�":�:...::x'_.... ,._-.,+,NF1-?� �.'�"„'�,fi"�k'3 �`�'..,..:�n= au PERU eff'Miffi . iev�{ i, :.�a <;-' •'.�-'r'��iFit��__��aF�-ilii-iwnrz �'. �.,H '3 ' 'tC" Y3.�,` ra�3`lf %'-=«"_^"_ • ° , Oi "1.��w�m:-„u-��..:e'�-:'�, a” �:�-'';`...,,'. ..i. ,....,T.n ��-.�=.,..e._ .,t$,..:."az •-4-�Y-o.x�s,s<s,s�--:<ix�a _„.�- .v.” g+a�'�s: `4-:a�+�s �r:� :,e.o:,�-.-+�.�.:, ,e sl:. 1�--r:.:,.�s. ...aia:s�;.� �rk..r e - �-..�j ..,t, _.s_a�..+�:..a+ � u � - - �,-s'v,y+,-.�: �-�`;.t.:' � _ ... r.,��.. 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Y.fc. }-._. 35• .. .- , . _ . . , . .. . ,. .� , ., - .. 4..,. � .. <. - - f `:'� t -� �.. .. . v .... . .. . . .... , r.EquipmeritAssetN'umber(si)`_ 7ir",n....it'`7_'3.`,"p.. r >ti_1. ;Representatroe: � Technician z : h ' a t FServin iheu Western i ed;States 'ieldReperfdocf AL,,'1� -" r5 'Re oiitl _"'' '-`,;"a'f Eff dti" D`ate:'52516 ocmaaom. iovrdedon tfus re""ibis -ie '" d�fo .the°ezclu e'useA'of'tlie"clieuL-.'Fjuevduced°in"an`"'=foimaCwitfioutithe'writtem '-smn of;ttie cGe . . .. _ Y.„ `'sc ntanA'Kr'azari'&'Associates''^ �Ig .... .......... A cENGINEERING - .,ENGINEERING _qoN,'$T'RU ME; G MI. -A-bju"'T PROJECT 4"itkQM ZM� xJ N., W,, RA, 2 z�, Thy At -Pr OW Serving tl?esi n, ;�A-1 3X .0 : Vig end regulatory requirements: mve information pbyloo;qn-tw -excluix�eugeofthe blientbris reptiitiira�� notbe'riproObced-ih,qi wi !4eWfi pefirdsp6n offfie (�4enila& _"ffi�pdrt is prepared fqrtAe if -4--t, ihot, - t6 kmzim"& WISI DATE 9/8/U6 NO. 7724 WELDING INSPECTION SERVICES Inspection, NDE, Testing I PROJECT Olympic Medical Center P O. BOX 1044 SUQUAMISH, WASHINGTON 98392 I LOCATIONPort Angeles WA (360) 697.1771 I CONTRACITOR SPCC OWNER OMC FAX (360) 697-7316 IWEATHEP Clear/Dry TEMP 59 F TO I PRESENT AT SITE Contractor Krazan and Associates, Inc. Berschauer Phillips/Owner Rep. I - PERMIT NO. 05 00000458 Building Official-City Port Angeles Krazan Job No 106-06-031 SPECIAL WELDING INSPECTIO74 Requested by Krazan for special welding and HS bolting inspection at the proiect Arrived at the site '1015 hours, 9/8/06 Tnspection per AWS Dl 1, RCSC drawing detail S5.2, S5.3 RFPs and erection./steel, details DD CC Fln.dings. 1 Per report of 8/30/06, item 2, rough weld repaired and acceptable. 2. Fillet welds completed, BF connedtions, base plate exten,.ion. GLs K. EC, EB acceptable. 3 RFI #2171., beam connection plates welded in place, aeeep ,able. The TC HS bolts at these connections shall be Ailly tenslo;aed. splines shem-ed off -advised contractor 4 VT (visual) inspected completed fillet and flare -bevel weds. wind screen HSS unit, roof level. acceptable. At the West end, next to the existing buildind wall the weld cannot be made, no access, point welded 3 sides, not all around per detail. Condition should be addressed by RFI for fix. or if OK. as IS. 5 Per detail 6/S5.2, wind screen anchor bolts extend through poured dcL and are bolted to underlying beam flanges_ Several of these anchor bolts are missing nuts and . lat lwashcrs. Advised contractor 6 Per report of 8/28/06, item 3 RFI received. However welder was able to makc the fillet welds underncatla the IIF The welds are rough in appearance. b Lit adequate. 7 Per detail 8/55.2, partition. W6 beams shall be welded, noi. done. 8 Per steel. details DD CC, angle X -bracing shall be welded in place at HSS canopy frame, witl1ii,n GLs 4- 5xEA-EC 9 HS TC bolts shall be fully tensioned, splines sheared off, 4:anopy area, GLs A-ax8-11, 13-24 horizontal brace connections, W beam connection. column top con.m-ctions (two bolts missing). Ken Havens, Senior In calor, AWS/GWI - I� , , ASNT 111 SIGNED 1 KraZan & Associates, Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. PROJECT #- 146 Ot, c:>3 r PROJECT LOCATION• KRAZAN PROJECT MANAGER. FIELD REPORT NO 71034 CONTRACTOR. JURISDICTION PERMIT #• INSPECTOR. WEATHER: TEMP Equipment/Asset Number(s) To the best of my knowledge, the abo AS AS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: 9 I /! � L Serving the Western United States 1501 Field Repori.do Re ton i Effecti Date 5/25/05 't, ofhr rti M Thr mnrnt ma of he reorodu ed nv format without the written vermis ton of the client and Krazan & Associates TO db/ JI/ ZUUb Iib db dbt5b7/Idib WIS WELDING INSPECTION SERVICES Inspectlon, NAE, Testing P O. BOX 1044 SUQUAMISH, WASHINGTON 98392 (360) 697 1771 FAX (360) 697-7316 Krazan and Associates, Inc. -- DATE 8130106 NO. 7721 PROJECT Olympic Medical Center LOCATION Port Angeles WA CONTRACTOR SPCC OWNER OMC WEATHER ClearlDry TEMP 62 F 1230 hours PRESENT AT SITE Contractor, Evergreen Erectors Rerschauer Phillips[Owner Rep. PERMIT NO. 05 00000458 Building official -City Port Angeles Krazan Job No 106-06-031 SPECIAL WELDING INSPECTION Requested by KTa7a13 for follow up special welding inspection and re -inspection of decking button punching. Arrived at the site 1230 hours, $/30/06 Findings I Re -inspected roof decki,.ng button bunching, GLs 7-1 l x11 FC Button punching CON] to RFT i#180 and this clears nonconformance item 2 per Deport of 8/28/06, # 7718 2. Rough.fillet weld noted 13F 2, GL 1 l x11.5 N/E side at top en.d, grind weld smooth, .if under ''/a" add additional weld that confonr,s to AWS Dl 1 VT criteria. 3 Advised contractor (BPCC;) that column bases should be grouted and anchor bolts tlgl.,tened before roof deck poured, Also, BF fillet welds remaining and column base plate extension. should be welded before concrete pour Ken Havens, Senior Inspector, AWSICWI, ASNT 111 SIGNS WIS WELDING INSPECTION SERVICES Inspection, NDE, Testing IS O. Box 10" suQuAMISH, WASHINGTON 98392 (360) 697 1771 FAX (360) 697 7316 Krazan and Associates, Inc. Berschauer Phillips/Owner Rep. DATE 8128106 No. 7718 PROJECT Olympic Medical Center LOCATION Port Angeles WA CONTRACTOR BPCC WEATHER Clear OWNER OMC TEMP 54 F 1030 hours PRESENT AT SITE Contractor, Evergreen Erectors/welders PERMIT NO. 0500000458 Building Offlelal-City Port Angeles_-- -- ---- --- _ - - — --- - . --- I- — Karajan lob No 106-06-031 SPECIAL WELDING AMD NS BOLTING INSPECTION Requested by Krazan for special welding and HS bolting inspectionat the project Arrived at the site 1030 hours, 8/28/06 This is the first site visit by this inspcctor VT (visual) inspected completed BF.fillet welds, installed and tensioned A325 TC bolts, roof decking welds, shear Stud welds (roof level decking), decking button. punching. Area of inspection within GLs 7 11 xB-EC K, EB unless otherwise noted Inspection per, RISC. RCSC AWS DI I and AWS D1.3, General. Notes, details 2/S1 2, S2 3 RFI #180, RFT #200 RFI #201 Findings - 1 Welding and erection by Evergreen Erectors, structural and decking. WABO certified welders, weldin4g, FCAW-S, E71T-8 electrode wire and SMAW, E7018 LH electrodes. Decking studs welded by Seattle Stud welding, semi -auto ASW process. 2. VT (visual) inspected welded decking, puddle (spot) welds and button punching standing longitudinal scams, Puddle welds ACCEPTABLE rind CONFORM to requirements. Button punching DOES NOT CONFORM. Per RPI #180, button punching on 12" centers approved in lieu of top seam welds Button punching done out 16' to 24" centers with separation noted on standing scams. Additional button punching to be done per RFI. VT and harniner/bend tested welded shear studs on roof. decking, ACCEPTABLE and CONFORM to requirements. FerruIcs removed for inspection. 3 RF1, should be requested for BF 1, HSS bottom 6F welds. GL Bx10 Access is limited, the joints are too close to the concrete and it is doubtful quality welds can be made with the existing condition. 4 JH manufacture HS A325 TC bolts installed at beans connections, sphues sheared off all appear to be fully tensioned. 5 RFI #200 completed, parabolt anchor bolts installed per approved RFI. RF1 #201 beam connection plate extensions (2) to be done. 6 Completed .BF fillet welds, GL B, 7, VT inspected, ACCEPTABLE and CONFORM to requirements, 7 Complete 13F fillet welds, GLs K, EC EB. 8 After column bases are grouted, all anchor bolt nuts shall be brought to a snug tight condition. 9 Work- in progress, canopies, GrLs A-Bx7 13, complete ledger angle Ichor bolts, welding, tension A.325 "c", bolts at W 12x22 to connection plate South end, GL Ax 13 2vj& Ken Havens, Senior Inspector, AWS/CWI, ASNT III SIGNED .-� COMPACTION Kr Zan & Associates, Inc REPORTNO 14.528 GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION 0/2-o/0 C,;� )2_KM0EYZ I rT) LI.I t S / DATE: PROJECT # f 0(I:p 06013% CONTRACTOR: PERMIT Nn• d g' O y5 2205 Coy Ave. Bakersfield, CA 93307 PROJECT: OLM101C /1�&-)Dt CIL (2I-Ee INSPECTOR: NJ606,) )H ( T1:-:---,� (23)'939-2500 , I LOCATION: P[��i ��i�� JURISDICTION: CIT l O� PG)2r pt J6?--- nr� KRAZAN PROJECT MANAGER: CCI "lam WEATHER: 0i F�%Z_ TEMP: +� r-20, S ❑ WASHINGTON DENSOMETER ❑ SANDCONE 9 NUCLEAR TEST ❑ OTHER 19501 144" Ave. NE #F-300, Woodinville, WA 98072 LOCATION MAP N ❑ Paved Areas (circle one) Sub / Agg / Asphalt (916)564-2200 ,�K Building Pad (s) El Other I IYr T ��t �,1 Sewer /Water / Storm Drain / Utly Effective Date 8/16/02 ` Curve Unified Soils Classification Max Dry Density I Opt Moisture P 10 7(6 SW -15 1 t 7- (1 • j IQ�� Test Elevation Location(Comments) Curve Mode & Density Moist Percent Required �. Depth % Compaction t -i v►�►�:�c�se % �� ►c-�fi I 0 /z0,1 gr, 9 95" '� s 2, 1 2. rT6 , 6aalbr N 05T YY OF TAOJC A P 8 1! 7, S /0, 0 ?5 9,5 Map Location: Curve Test Method: A This testing does not preclude the possibility that the soil or hot -mix asphalt may be loosened.by future %5_<? - / / construction activities or rainfall events. The compaction tests were performed at the approximate ❑ Attached Daily Avg. Std locations and elevations shown and indicate relative compaction at those locations. Horizontal and Count Densities 2-7z 2- vertical limits of the compacted area were determined by others. Our firm does not guarantee earthwork Daily Avg. Std or paving construction, nor does our work relieve the contractor's responsibility to conform to the Count moisture 73�) ° approved project plans and specifications. Gauge# 3� � �� To the best of my knowledge, the abov<WAly WAS NOT performed in accordance with t app ov, pla s specifications, and regulatory requirements Superintendent/Representative: Technician 215 West Dakota Ave. Clovis, CA 93612 (559) 348-2200 4221Bricke St. Pntario, CA 91761 (909).974-4400 2205 Coy Ave. Bakersfield, CA 93307 (661) 837-9200 1501 15" St. Suite 106, Auburn, WA 98002 (23)'939-2500 1025 Lone Palm Ave. #2E, Modesto, CA 95351 (209) 572-2200 20714 State H 305 NE Suite 3C, Poulsbo, WA 98370126 '*,o).598-2 545 Parrott St. San Jose, CA 95112 (408) 2712200 19501 144" Ave. NE #F-300, Woodinville, WA 98072 (425) 485-5519 5808 Price Ave. Bldg. 1016, McClellan, CA 95652 (916)564-2200 Re ion 0 Effective Date 8/16/02 —r%razan & Associates, Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. '(;{12� / C) e PROJECT #'�(/6011;�9d 3 / PROJECT OLYMAIG MC7P/G9(- C�/152 LOCATION )06YZT- KRAZAN PROJECT MANAGER. FIELD REPORT NO 70532 CONTRACTOR.` &3jPVM, Pt}jL14r<,-1eAIVv00 JURISDICTION ri rY 0�7 (OMT PJ6tZ.C�-S PERMIT qS g INSPECTOR. WEATHER. TEMP GO< F.'? its F-� A 11lJ I 1 L Rt F!-. -SNC C 1� tom Equipment/Asset Number(s) 3708 To the best of my knowledge, the abov WAS WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: Serving the Western Un d States 1507 Field Report.doc Revision 1Effects Date: 5/25/05 'n.. ....... .t., nn —I fn he ch of the cli nt. Thi amort ma of he rodu ed to env format without the writte permission of the client and Kra & Ass ates g, tl,`e, v- m; 4, os. I- _4 oll -RI EUD44, ot 0' 'Y "z, IN 1,16- 7 24� A I t, V s FA 4 d 4%r_ -, Wj Asa WT- I M 0 RMW 7 W 1' -1- ;gg 4 _.v V W.T OW I N'� N A96 M T w_ __t _&_ ...... dl-: N M C'5 9_ or "T 'ap. "m-, t:,"N xr _5 - yis Ir" A p'! �A t 44 f n, --A "VI A� ------- "n, ez-, n qp,;\&'/ ith fl -h eig norpye p ns;�sp ... .... u u Oly'l equirements: P,� I ep Lq, T A- hs, 'OVO'-ff6fm d ,6 tf eJj�ly'_� XSNO TV, '!44 SUOrintoncenil/,RGpreseiitd pt!V,Q' 34cQ61 A A 'g" -X 'Q A` _V' A-1 W Fg-74, 4, S, & States o" 4VI p % A:,�, - i6i *fv P K_ ciusiv_4e� bk 66k6ilimC,,brt may.di�r6poay- not be mpiodu ed'ifi any foiiiii witfib-i of the 61i'eht 2M4razag, ss clat6s. t +, ' 0 , WNT ,4 ) 444 -GJ/ FIELD REPORT NO 70906 KraZan & Associates, Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. _�`� 1 PROJECT#- /b/6-060-3/ PROJECT LOCATION KRAZAN PROJECT MANAGER. %iS CONTRACTOR: f6re�-5'6f�ew JURISDICTION f.14 6rte PERMIT #• 0,5 -- INSPECTOR. S—INSPECTOR. /GL jZ- WEATHER. Pj l" TEMP _S -n ®lt/ cS/ 7-0, r--64� c_�/�5 //////! T/+�f�� /d � �� 8e (1 A;l5 r-rW . 14161Y </L.---/ V Gds 7-& A—y C N^j _ /%r1C/S7'17�_9 'r %A-'. �'L, �T' /cid" -- c �� r`�« l� r'�/�Gl��f 0 f i e /9&_11z ./64v1^) (-,. L' cSh�) /'1L ,rte 815F A'?&0' r Equipment/Asset Number(s) To the best of my knowledge, the abov WA WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: �6L �• 1 C'nv-T ti's"n TT"itn.-I Vtntoa I<ra• Zan & Associates, Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. " l 9-0 r, PROJECT #: PROJECT 1r7,� LOCATION KRAZAN PROJECT MANAGER: FIELD REPORT NO 70910 CO NTRACTOR:��ic JURISDICTION PERMIT #- INSPECTOR. WEATHER. Wil' i TEMP >,Dr S sS;r :! /°P.�• � , cam`/ �' �® f�i�-�- �%l/>'��-aP��.G.� �. �.� �� `S�� "L-9 :.,...: .7�� IF61�e 72�I.a?elE' w ice, i�,e� G'�T .i � S.i� �.�' � .i�-'� �� G sic-✓✓��•�,�5 � �� A vwell:!�,AQ9 '44--z'We Equipment/Asset Number(s) To the best of my knowledge, the abov WA WAS NOT performed in accordance with the approved plans, specifications, and reguld"tbry requirements. Superintendent/Representative: Technician: Serving the Western United States 1501 Field Report.do Revision 1 Effech Date: 5/25/05 �. E l�cC1 J� eZan & Associates Inc CYLINDERREPORT NO 27105 GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE.��`-� CONTRACTOR. c_�.i PROJECT # PERMIT NO �5 PROJECTl�•� /"% �%%/� �'�i i INSPECTOR. RILL LOCATION. ,3 JURISDICTION• KRAZAN PROJECT MANAGER. WEATHER. �/`i� � TEMP- cc Field Data Concrete G-�r I Other Supplier Plant No. I Site Mix Mix Air Unit Slump Temp. Temp. Wt. 7JTime Truck # Ticket # % Air (in) (F) (F) (pcf) Placement Area Location O� �}� 775 t°( A'00 Remarks�� IP ease refer to Field Report No.� (f Inspector Reported Batch Data Cement Type I %1" Design L� Actual Mix No.l // / -5tp$a St Cem. tbs.I I IDI F Ash tbs.l 11 C. agg. lbs. I 11 C. agg. lbs. 21314�7 II C. agg. lbs. 3 � ``3 A �� Ii Cf �► i , Sand lbs. T' Waterl 11 1-2Cr Admixture 11� Other) ( �-- Air Ent. (oz/cwt.) Codes for Break Types: 1 Cone � 2. Cone & Split1K 3. Cone & Shear1A 4 ShearZ Water Added on Job (gals.) Field Test Methods ASTM C143 F] ASTM C138 ASTM C1064 F--] ASTM C173 ASTM C31 E�] Other El Laboratory Data rDesign Strength Q 28 days Date Specimens Rec'd. I I Cyl. Test Field Code Date Cure A e Dim. Area �C.FF 1 ax Comp. Tested Break Load Str, (psi) Set B T e II. I Laboratory Test Method 1 L'J I II I Int L�J I II I= l I I ASTM C39 ASTM C109. ASTM C617 I IDI I, ,= ASTM C1231 == I =1 II I= ASTM C1019 ❑F ---]I IDI II I Other) Test .Results Remarks = Conforming L]Non-Conforming Results Reviewed By I ( Date Reviewed Codes for Break Types: 1 Cone � 2. Cone & Split1K 3. Cone & Shear1A 4 ShearZ 5. Columnar (Split) II Measurement Uncertainties: ASTM C39=Cores +/- 8% CYLINDER oKraZarl & Associates Inc REPORT NO 26992 GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING Max Comp. Tested Break Load Strsi Set# B T e I CONSTRUCTION TESTING AND INSPECTION DATE. "' % �%��a CONTRACTOR: ��-� f�J� PROJECT # �C1C� G��c % PERMIT NO PROJECT 1j7?,Vlo 14�740 G?",A= INSPECTOR. LOCATION- IP4 JURISDICTION. KRAZAN PROJECT MANAGER: WEATHER: `Iy?�j WEATHER: TEMP- 490 Field Data Reported Batch Data Concrete I �� Other I I Cement Type I -Z� Supplier I / I Plant No. L Site Mix F--] Design �� Actual � — Mix No. ( I MIX Air Unit Cem.lbs.I Slump Temp. Temp. Wt. Truck # # % Air (in) (F) (F) (pcf) F Ash lbs.I II 1 .✓JTime %Ticket 3"C. agg. lbs. I II C. agg. lbs. 21 3/ 11 - 470 11 Placement Area C. agg. lbs. 3I 3,/42 II 96 0l Location 5�+� QsJ��` •?� !� Sand Ibs.+�=�i� jC Water %t Admixture lfb4V I ,A '70 IfUll0 Other) Air Ent. (oz/cwt.) Remarks 10/,cgC*0 501/ %li*-�1/%%'f'- �%f'l c� �,,� �,�T ��s ?1! '�'''��..- Job Water Added (gals.) (g� Please to Field Report No. �/� Field Test Methods ASTM 0143 F-1 ASTM C138 F] refer ASTM C1064 F--] ASTM C173 Inspector LLL I ASTM C31 Other Laborator Data 1' Design Strength I Zl—e r� I O° 28 days Date SP ecimens Recd Y Cyl. Test Field Code Remarks Results Reviewed By Dim. Area C.F ❑ I Max Comp. Tested Break Load Strsi Set# B T e I Laboratory Test Method I( I ASTM C39 a ❑I II ISI I ASTM C109 El I ❑I II I ASTM C617 EJ Unl II 1000 ASTM C1231 a I II I❑I II IF---]n ASTM C1019 I I ❑I_ II I=�� Other Test Results Codes for Break Types: 1 Cone � 2. Cone & Split Measurement Uncertainties: ASTM C39=Cores +1- 8% Date Reviewed 1 3. Cone & Shear FX1 4 Shear 0 Conforming 0 Non -Conforming 5. Columnar (Split) IU 93 V ----------- tg tl orates. Alz R -S '0 '�5' SRe, ,g4�4" Mz -0 ' -3- J6 �M 4A, .. ........ Um io A§ ON J,.- b 6 t, _7 -11F Mp 3w, 43 J1 tg tl orates. :2:718:.: Ar K x go I Reported` Aba A Ar Jjz� VP,' Op . . . . . . . . . . . . . . . . . . . . . . . . . . . . lata. 4106 nflfti A No NI! M 4 AlIIE W9, F AM 1X qeTp (In -p., `R�Slump: . i ;, 1,11q, IFIA.KCk, Ng Air MEAN V A rig NO- L�r g- gi;gg _8tbd',j S� MR% II� Wr w ipg —Wates A I I -W - 77 t _:Vk re q ;10 NI: rid F— Othiia � Afr Ent , -3 ARIV -Adt, FIE C ASTM 1, 2 J. �nV'I.,--17� f NEI TM A!§ TtV, 6j, a#w ASM AST C-IM ipWZ-6-17' j IIC1231 4"g. a M. W 'R , R", , ON EN L 'IN IE= ---------- A!§ TtV, 6j, a#w ASM AST C-IM ipWZ-6-17' j IIC1231 4"g. a M. W 'R , R", , ON EN L 'IN 'WOW A!§ TtV, 6j, a#w ASM AST C-IM ipWZ-6-17' j IIC1231 4"g. a M. W 'R , R", 0 MULTI BUSINESS SYSTEMS (269) 222- 7055 (800) 776-0057 000259 -I4ci"a:Zal1 & Associates, Inc DSA FilefAppl. No. GEOTECHNICAL ENGINEERING- • ENVIRONMENTAL ENGINEERING OSHPD No. CONSTRUCTION TESTING AND INSPECTION Permit No. DATE: PROJECT P PROJECT OLIJAIP)C gt: CerAffre LOCATION: Pa r -r Aof rs) CJl+ KRAZAN PROJECT MANAGER: CONTRACTOR: -ak I.O.R. PRESENT AT SITE: �_,JR7. 41' G COPIES TO: AT ,jam g 64'kJE�0152r:l WEATHER: Q at/4e1^1Sr TEMP - Ed STRUCTURAL STEEL lK FIELD ./ SHOP WELDING &f V T ❑ MATERIAL ID ❑ U T ❑ M T ❑ P T Item(s) inspected: Al WOE .BOL_'rT., A& 7L/" &_ RPACZ:5- Ae S' Rel �/SrR fi�15 TC �U�l _d0 Location: is;fti% //5S' k" c �7'.�� M/" C% 7 � /—CJ-"A77-0iU 725 %Zees 95Z011 Q AZ M:•1 Welder qualification/certification verified for- ¢.jxj-T) }Allo f �PFC � Co P►><s� Position: VERtICAL� L R EAD ❑ Filler Metal./ Process: MA < Ft� otni �+ GMAW SAW El Other- EZ027 /5'717-8 i RE Weld Type C.P P.P ❑ Other - Weld Size 3/16' Codes: /_\61101 ❑ NOTES ❑ DISCREPANCIES �•��A � /�� '��"' 3/a ❑ Other- TITLE ther TITLE 21 TITLE 24 BC1��(i A E 1 % COMPLETE T)K" A6 j AgdVf A64ERMAr-E CV�T�f fO Rf Fin P"S eZ DVS AUS b > > `. AAl15 ml ft_!� 6wf-w4" -tG Ai M I I41 r. /CC eu To the best of my knowledge, the above WAS / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements Superintendent/Representative. Tech 'clan. BESTWAY (4S) 444-2371 = KraZan & Associates, Inc FIELD REPORT NO 71102 GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. P 9- 2o06 CONTRACTOR. _E9e9CNR U£,< IQhiLaP.�_' PROJECT # i00 -060-91 JURISDICTION PROJECT- PERMIT # LOCATION WA- INSPECTOR. Sim TEMP KRAZAN PROJECT MANAGER. WEATHER. Ovrrr -s-r T . Cu A'P ev.c/tT�ur-r�dn� Sus -r G1eav� f/ ti .CfCr/� C . 1t��C Oxime<r� %7- el -9 17Zl? A7r_ '�d C�?��r= t1 7-6 TWE MArE,PJn>.c- J t n ague leAgi-rn a'o T�'F' /r�'�a '6) S /-C A c,.7-<- AS?l7'1 G'01i£S Sr4tirs P'i��LCC� �CSf� Al f) �T.i?2r�G�: iA j i-LNA1� Sia. S'7rgz-- des?m Agg7 . S y t- dA 2:E S 27m d� 3� S � � _ �i . Cs.,rA`33 -�g mp 6 )TiQ6A)t4 Tc C' S'T�2. �-r££4 A 1117,$ ;36 A32,j:- T S%vAP-r1�/,,c1NO /VLtYs ( r: - Wei ase _ASTM PiZoc_ n �. � E : uOr . S-rtr ,061. D i N Ca . o/s-�3a GT, 6gto4l Slkev. -74 S 4�52 u r- .d1/ ^ELEC-r"®.F. = ,r5 C4 )EGD i ,16q dzx- � 571 -r A IV& A-577Z6CLwsc. r-,c4bj AkA c s°s . Per. Sri' S"3- l S a- .A . &TAt %1�eFDJFc1eiN� =1 `6")(.Q'JOX I�,Pcai;i•re-.1'� t 3s��.f�''�Duv�r�tic�inJ� �Q �ur�S/.s�o�s Bc��c�o�u�tEtFa r V�S[I/fL G�Etl�lnil l�(iCi�„ � C. iX�t'd C7'1Dn/ i � cfJ�%Y�/-D_ Vls(IoL G[IeLDJeI!� &V, 1,rLiN ��P� Ss n 82AAMI - S3 tw �'' s A 323"-. C A Pe�Ae `� C��=a �,�r r� . Gl ►Sc . � �rrnr°wr �p A�5 h -3 - 5:� r'.�r�r � Cr�Eir Grl�� a, A ,P JAuls rig0 ,rl i ',�. r Oze�rss3 �FG7 rit= = 1��©ZZ 3�/ �fN _� /r1�1,✓�f YIDoe ,5�.4fs JAI � A1%4 '0'r IP= 691, lwrs- 'r 'fin ;F') 2-0-:T6 (o -o 6Aa 11AA1 / 0 jP dr Fz-fv. v Ia--! 4,4" Equipment/Asset Number(s) To the best of my knowledge, the above WAS / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Sup erintendent/Repre;entdtive: C, __- -- - J - TTT_ -- - T T__ , - J Cla-. ,-- oKraZan & Associates Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. opAlaa ,1-taQ6 PROJECT* /U wl— DG O 3I PROJECT O*Qle-Itt C•-4,v4W LOCATION 9R.T Ar 6___Z S KRAZAN PROJECT MANAGER. CYLINDER REPORT NO 27038 CONTRACTOR. 1f45 fc,,4,w" PERMIT NO O $e.fg INSPECTOR:^/ JURISDICTION. WEATHER. Q GrAx 7— TEMP- o15? Field Data Reported Batch Data Concrete I )C, I Other I I Cement Type I "' // Supplier I,04xo /-1/LL Ak r I Plant No. I 3 I Site Mix F_] Design ��Actual� ASTM C1231 Mix No.I y0jpcali Mix Air Unit Cem.lbs.I Slump Temp. Temp. Wt. Time Truck # Ticket # % Air (in) (F) (F) (pcf) F Ash lbs.I Test Results 1Y 7y— IF -701 ® I -- I C. agg. Ibs.I 3. Cone & Shear 1A 4 Shear Z C. agg. lbs. 2I II in7.S� I Placement Area C. agg. lbs. 3 % ,tQy�S Location fit jtBdc s�7Fiw- wALtf Zi►rirti�.< ,.r.N Sand lbs. II 73�y! I �M(OS f�ggyr9lL�FiO f Rff G/fTy O.vE Water II � 0 /l�jF%p/tG�f/ta/F/VT Ls/Y��•f� $ • Admixture) �d 0--y.Z ?� Other) II Remarks &4 c r,0 ft, /'tu r►4ID, ,0# w0 ew Nfe<fsJ•* *:e, 0 Air Ent. (oz/cwt.) ,ay 07,67 RN � c � � v/ AfRiT/OW Water Added Job (gals.) ( g r?/ W W.75 yA,.cOS 70 7.rJ6 Field Test Methods Please refer to Field Report No. ASTM C143 5�1 ASTM C138 ASTM C1 064FY] ASTM C173 F Inspector /�� ASTM C31 © Other Laboratory Data Design Strength 1 S/O� I Q 28 days Date Specimens Rec'd. IggdtG I Cyl. Test Field Max Comp. Tested Code Date Cure A e Dim. Area C.F Load Str, si Set # B Break Laboratory T e Remarks Results Reviewed By Codes for Break Types: 1 Cone IAI Measurement Uncertainties: ASTM C30 --Cores +/- 8% 2. Cone & Split � ASTMCMethod 39 ASTM C 109 g ASTM C617 a ASTM C1231 ASTM C1 019 Other Test Results FIConforming Non -Conforming Date Reviewed 3. Cone & Shear 1A 4 Shear Z 5. Columnar (Split) Fill r ,=-� a%aZ & Associates, Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. Y, �W 6 PROJECT #- DG B3 / PROJECT y�6.d�1�snP�GD/c.�t c7.e LOCATION A04,7— /4A10XcFS KRAZAN PROJECT MANAGER. FIELD REPORT NO 70756 CONTRACTOR. JURISDICTION ,Q 0,t 19NGFL_,rc PERMIT #- OS = a rls e INSPECTOR.��/ WEATHER.. TEMP' .iloe4 �L�4cr�Gt�Fiv%": y9 S,�ctio c/ CVC -9449r oAv 640*140e -e/0JK1e. r j0i c D t/AAER i�,4,c.¢.toe ..v PG�c>�. �a s-q.eos ��•�o, sri r�.�us: Ef 63 'cc 44 E8 -1.4a k AB � P-10 � —g�9,9NFif es 7`8 ZkrA GS V, 1.3._ /O,/-F�o Avo 14 eN A iaKsCgAp,4acv !NiloevovG 7pP 46ve/zuAr7-of6 orxves L.j¢S 0"uamr e 11W/S' /TZcvt .CP/1/1•£c72p PAI'm n re) Aye_ oe r n �L Ac.� f vT i�1�1� PLAC D� 1NTiiPie /� r�/u rH.� Tav IDC� /04 E8�98. A58�L7./i ECfE"7. AfwvevecGr.IA6Az7" r'1)n/1fPRn4V,0v6 720 5 CMCb .t1X IeVA 17 Ty' PJB raoTiw9S. P"1� My.�iCas t1Jix �JS/o(ro �3 �taG,�io �s� Pa.�.D. Govsec.o,�-T,ED �r� ul�c�lsv. enr-c //r,B,eAro,�/, ��vl,� SST of .. Fn�,e Co�r.O,exsr�x �.4�isr� cis f.�9-s 7 .?��2iPEi✓CZ Equipment/Asset Number(s) To the best of my knowledge, the abov 56AS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Sup . intendant/Representative: Technician: �— Serving the Western United States 1501 Field Report.do Re 1 Effectiv Date 5/25/05 ___ format wnhn o rhe —un erten of the client and Krazan & Associate ......... .. mwzwmw M ire 6,15epar e Abb W_ FC pea i—, em y R VV' -`-7, bd'sio n A E2Actual 4, mm i xj N 49, Im, A., A, A 1� - � _t -Uhit, W_ :e_m jeft -D, T-1 M Al Tit - _3 % _p. T - i - Rot 40/6,Ajr� A-, �A ; Times T . . . . . . . . . . . . . -F, 'N ' - �20 ' -47 '2 4 Pla2 "C0,0100t, MeWg A iod-, �';, ni -1-41 54 r w Mwuitt ;AL yv a M g "a ZM�--V T� Ad ffi i re r "A. M ., PmqWS g5 , 3s qW -i V., w , p',igpafertAddedfonfJob= ,lam -gg,s 4e� NK-C zm �A "A �,I, i,, f 1� N, 7 J_ p 166M"eb OR& Fi6ldO 6ft N ,w3 ASTW631 0 Ins ector., thbrl.l� AA K-1 c TO t, 'Fidldk-Max "mp� �PTO 7- L Code Oate CureLaboratory:` q � 3k, a 'b4ja7 i 7 A r _J K T .......... £u:n� n��t jinx 3 ASTW6&23f T 7 'A ---------- Mia t 'R6sultsvN A t, '6 mi g p 4, M k9 . v. "' 06 �;k, e. -O- 4, Non=Conformingx "6di6Ad� Wqvie e _, xx ,� Codes?fo�'BrgaktTypes: 1- on& Cone .&-. Split ,: -6: Columnar:; =W.d foment lJncertaintid`;-- :89% —P- 4 1 LDI iff REPORff- ;-f- fl IF 4 4.- RACT TO. R g C li rA Y �A- -RE ... ... .. . v W"ll QW7 0 ;46 zu'llp-wit"RM MINE P61", z =gg- 41K,_ 41 T., A'40t 60.2.. �-w gX0 755- �jp"'-xs . .......... . M--Alioi A d 4 M 'Z� . . . . . . . . . . 'J -;e !T" - '-Ki N-411 F x 12 . .......... . d -5 -P v ,Equ1p n j 40 o" 4'V,§?�,W&N(M'pbrfqrr;n din,q q _r'da pe, 90, reme m T64. -, the ,�'p�Ott�.�b�i.-��)y{kh6-w6dde"Tfh,o "d 6'6VO� n' --- '' "'- "�r -e-drip ed"O n�,��p dfic6fio -9-P P5 C Av �i M n: g th,e ' WO stern,' Unified` fates ':. AA, ..field, q doc, "" Revislona'j Hffective,Date 5/25/05 t the writtm-permis ofthechent m&F�aiv& Assoc ates. �Ne in�ifiort, iovide&cin &slreindrt priAiej-fo theexdu ive use'di tite client. This report may not be reproduced in any fd kitho . }� (may (f ? n " � '." Krazaa& Associates, Inc FIELD REPORT NO 71413 GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. 92� -- r; PROJECT #: I lr-)r. b co PROJECT ©LV3A9x(- mez uIA(- CSC? LOCATION. a 3o( ilf6nI ► RiCfr KRAZAN PROJECT MANAGER. CONTRACTOR: Q til M r) JURISDICTIONGJ[Y p4 R'7" 14) i�eOOO PERMIT#• r'bo(30 A Atj�-,6�PECTOR. 77-oO ;F>AA� WEATHER. CJ A,-3 Aj?.-_- TEMP- SiTIi�� t2�3GZVt_:<''rvb_rn �%R��Ri/tb �Lif�laf''_ALaS �1.112��1ji)4 Ate' _Wvv,P L,0r-RY) 't=v v. a cs �r.\ '��c��.,n ��naJ r AT T -V-• 4= lb .A Ug1IJ6.• A Vz\'\bi Avon Ga-; <i -FSS N .ten 1ef7 — �P( lj�A T S" 1 �c .l , ��l �� ►� �� 1=1 �2t� k PC1G'I C i� ¢�OIII/e' cZ -` ta�SS �5 UVY)11 ! UR -,&5V V N,A'rl VS t -A--r JUA� c Oo Or— 'PAT) , I L/V (A -*: <.1 L., .CS -0 tJ,/-- V.A1iv� iS I 0 OUSL UP1 1-A 0kQ 4'�� 1Q U ILJ''C�1� AL TVLAF, 'e1 NYS IXr Equip, I IG, Moo." f dt,rrx.bQ*) �Jtfif b.% 3'' Pve.TvL6 \a" PISS 10 6Y; CO tIC Z5�� O -Ac -'6 V\Ae-%--JT To the best of my knowledge, the abov WA WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technic! C'ov->>i"n tl7o 11lovf,0-r r rLIto tnrtoV e,IZraZan & Associates Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. ),S Tu -LV o,0676 PROJECT #• /O &6 s O6 0 3 1 PROJECT e4JC_ LOCATION P71-, Alva-,,rz aS lle-S/D lA G KRAZAN PROJECT MANAGER. -1'/3 Field Data Concrete I K I Other 1 Supplier I 7�Fb IliG1— MO -7- 1 Plant No. Slump Time Truck # Ticket # % Air (in) S,5-0- 11 ?3 11 I_fw68 11 y 6 11 Y.7s— CYLINDER REPORT NO 27037 CONTRACTOR: 9,r9SC14A .tE12_ SLG / PS PERMIT NO. INSPECTOR: 96/v/v JURISDICTION )0'77, WEATHER: TEMP- 4-2, I I Site Mix Mix Air Unit Temp. Temp. Wt. (F) (F) (pcf) I -7� �1 I Placement Area Location s7ri� 41,+ZL A1107iolOS� e °z'w7 oT�N6S A'/ F 63 �a A-67 Fl Remarks 0,1h-C,_CD 9 e 'Pa" V 1044 T_/0 N, r8 of q5' YA" Please refer to Field Report No. �� S 3 Inspector r Laboratory Data Cyl. Test Field Cnrta nates Cures Ana nim ReportedBatch Data Cement Type I Design Actual Mix No.1 All e6,0 B I Cem.lbs. II STY 1 F Ash lbs.1 C. agg. lbs.1 C. agg. lbs. 2 C. agg. lbs. 31 I Sand lbs.1 11 I �/, 33� Water) 1 b�ss"9 Admixturel Po LyJ 1135/, oZI Other) 1 1 Air Ent. (oz/cwt.) I II �� W/ o �I Water Added on Job`� (gals.) Field Test Methods ASTM C143 © ASTM C138 ASTM C1064 ® ASTM C173 ASTM C31 © Other El Design StrengthI X600 10 28 days Date Specimens Rec'd. Max Comp. Tested Break Area C.F Load Str, si Set# B T e T Laboratory =1 MI.'M. ,,��9- - est Method ASTM C39 1A F-11 5. Columnar (Split) F1 II = ASTM C109 F-11 11 1= Remarks Results Reviewed By 1 Codes for Break Types: 1 Cone n Measurement Uncertainties: ASTM C39=Cores +/- 8% y� I 11 I�r 1 est Method ASTM C39 1A F-11 5. Columnar (Split) F1 II = ASTM C109 F-11 11 1= ASTM C617 E] F-11 I I I = F--] F---] ASTM C1231 F-11 II I= ASTM C1019 DI II =00 Other) - - Test Results Conforming Non -Conforming 1 2. Cone & Split lk Date Reviewed 1 1 3. Cone & Shear 1A 4 Shear 1/1 5. Columnar (Split) F1 FIELD REPORT NO 70753 .-I. & Associates, Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE a r�-0!'� CONTRACTOR: r6e�'�st�cE,Q Ptf/GG/105 PROJECT #- /D ti —'D6 0 3! JURISDICTION PROJECT e9e�'4Wrc tWK&C46 erre - ArETA/d/ D�.9C, PERMIT #- 05-- Z) 5/1 LOCATION INSPECTOR. /0,6-MKI KRAZAN PROJECT MANAGER. .7-9 WEATHER.. DCA57- TEMP - 6W S'rTF /4:2)4 2Tvsr0.EcT/d/v` er Q�J/Ve2.CTF � c�yJO•�iVT sqT Fdv6s, 6F� �53 74o ,5- 9, 1- E3 fid CG /PF/N 1�/ZG�._6yr.�/V 7" �L�i1lSP/=G77�� 7 Tuc yj `!� �D7 5'!., �°ravr�o•ery, tN6 " !YA e,05 ©� fR..-o die e rryl q 2 r.9 C s 1013e M , 016 o5 I, -W5 ,E3 � t�l�ch�An�ic�3G �! 13�2.47iDrcl. �i51,� ,S F'T ®� ��`Jus2 CD�ry°2.�5'saoA/ r,4AIC2z-,i ` R -6 -IPM -7-2703 7 ,prr?74 Avd c28-/)45' Equipment/Asset Number(s) To the best of my knowledge, the abov(P/ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: Serving the Western United States 1501 Field Report.do Re tston 1 Effectiv Date 5/25/05 ,ded the emrt nren rd fn the chi of the ch at. This ort may not be reproduced any format without the written permis ton of the cti nt and Brazan & Associates. M�'az�1 & Associates, Inc FIELD REPORT NO 70751 GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE 4� 7 '-Tu-cc- CONTRACTOR. 8t'ise 1�1 ►e �I�/LC / PS PROJECT #- /&(,o -66 0 3 % JURISDICTION AT-- /61/ -e ,E -s - PROJECT MLrtvv(0ie- m eote,+L PERMIT #- 4 �--, O q,-5' LOCATION Pe2't- h4maze-fLS INSPECTOR. P,eNIV KRAZAN PROJECT MANAGER. . %5 WEATHER: cz-4�/L TEMP ?S = pD ene S/T'F_ /Dr2 .6"'c A Etc LrrvE; �'3 fa 6-91 6-1c 740 fo -A-C fro, 9Cjro .S'rRrR leCIV/.lWa 7 a, AA -1,9 ?"yi©4 �Dd'tiN�S ®,EJZ ,SCN•�DuG,f DJC! S',,1. � . .S'ir�/.P �Z�Ts►-tiy>N� lJR[e �Do.�.vGS CervT��em Td s'ekF�<re F/17�TAi G /a f LA4P ti/%*H r'OOTIN(' ANc,4eiZ eez?`s /.-v Re,*c.6 �4T LvL�tr�tars. div Aeori vas l P/, A7 -1c/9 -G IAJ j�Gge�` X02 LB%e, Av Equi pmenVAsset Number(s) To the best of my knowledge, the abo WA/ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: /2 Serving the Western United States 1501 Field Repori.do Revtst 1 Effecn Date 5/25/05 _—. ----- ..v rt: 'M, Pmn ma not be oduced in any format without the writte ermi of the client and Krazan & Associate �azan & Associates, Gi�TECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. '7r oZ --0 C PROJECT # PROJECT�� LOCATION R' /7 KRAZAN PROJECT MANAGER: 'l7-`lY6 IFIELD REPORT NO 70792 nc "I CONTRACTOR. O,sem JURISDICTION r,4, PERMIT #• C 6C9OC7.5z<e INSPECTOR. e14e9,e-,1,J WEATHER. TEMP• % /%moi W OA,) //0/4 /�L� �i O T' �' ��► ? i 7 . i> i /� / ,2..i� �'� 'i' % i,�S.G`/ Equipment/Asset Number(s) To the best of my knowledge, the abo WA / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: Serving the Western United States 1501 Field Report.do Rev on 1 Effectiv Date 5/25/05 ..f thr he. nroduced in anv fonnat without the writte - of the client and Krazait la. Associate wm-A-Krazan & ASSOCIATES, INC Serving the Western United States ® Poulsbo ❑ Woodinville [} Auburn 20714 State Hwy 305 Ste 3C 19501 144" Ave NE #17-300 1501 1e St NW Ste 106 Poulsho, WA. 98370 Woodinville, WA 98072 Auburn, WA 98002 (360) 598-2126 (425) 485-5519 (253) 939-2500 (360) 598-2127 FAX (425) 485-5837 FAX (253) 939-2558 FAX Corporate ❑ Bakersfield (I Southern CA ❑ San Diego CA 215 W Dakota 2205 Coy Ave 422.1 Brickell St 43218 Business Park Dr Ste 109 Clovis, CA 93812 Bakersfield, CA 93308 Ontario, CA 91761 Temecula, CA 92590 (559) 348-2200 (681) 837-9200 (909) 974-4400 (951) 694-0601 (559) 348-2201 FAX (661) 837-9201 FAX (909) 974-4022 FAX (951) 694-0701 FAX ❑ Sacramento 5808 Price Ave McClellan, CA 95652 ,(916)'9642200- (916) 5642222 FAX ALL [] Bay Area 545 Parrott St San Jose, CA 95112 (408)-2712200- (408) 271-2201 FAX ❑ Modesto 448 Mitchell Rd Ste C Modesto, CA 95354 (-209)-5-/-2-2200. (209) 572-2206 FAX ATfENITON i "T �i- a-1 r'5 0 ✓� _.. DATE Z D COl / PAXN0NO. w- �� 1-f7V� TUEPHONE NO. . (.� _c ( RE: FROM: a._ MESSAGE: A Please advise us 6nmedlately ff you do riot receive ca wide 1rMz1W1&d No. of pages, including transmittal sheet Original will NOT follow Original will follow ❑Regular Mail ❑Mand Deliver []Overnight Service [-Other ❑ URGENT ❑ For Information only ❑ Per your Request ❑ Copied to: ❑ Please respond by awl & Associates, Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION FIELD REPORT NO 70797 DATE. � CONTRACTOR.j�-��/�/7i'lQ7 PROJECT # �� 'o JURISDICTION ;95W PROJECT PERMIT #' 05 pOO®O� LOCATION:. INSPECTOR./G��V/ KRAZAN PROJECT MANAGER: �7/"A WEATHER._TEMP d�0 617-a �'rLL ire �S'T/'r►Pr�+� .�G.�� ,� � G. j�eP�ssu�2�, Equipment/Asset Number(s) To the best of my knowledge, the abov WA / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: Serving the Western United States BELTWAY (42t) 444-2:310. Krazan & Associates, Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. 7—,? -t-0(; PROJECT #- �D�'� ( �c PROJECTS LOCATION• D� KRAZAN PROJECT MANAGER. FIELD REPORT NO 70798 CONTRACTOR. 0610e— JURISDICTION 61 JURISDICTION PERMIT #- r)$ 00000 4-5A3 INSPECTOR. �/� % WEATHER. �'JtJ TEMP `;�PQ m 4� %dc7c/� : ?fit f� wr4!/ .� /h9P� �%Po✓�-� 1 7D G ,19 111Z4 X71 ©a �' 014-e-11� c?"4-`7�77 Equipment/Asset Number(s) To the best of my knowledge, the abov W / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician'. �PYw"o the WPctiom Tln.apd States �� evvltlaZatZ & Associates Inc CYLINDERREPORT NO 26999 GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. ?—,2,/ — © G CONTRACTOR: 43/,0— PROJECT #- 65a `- U / PERMIT NO, j OQ D 0 D PROJECT /C�4V/21 d01C.-I :��J'� �GQG e- 4NSPECTOR. W 4, LOCATION- Oex- JURISDICTION: %17-14 KRAZAN PROJECT MANAGER: �!`- jyl� WEATHER: V�l_l.2� TEMP— Field Data Reported Batch Data Concrete I v-- Other I Cement Type I -I- rt Supplier I I Plant No. I �,3 I Site Mix F—] Design J Actual I I❑I Mix No. %n z4te) iff, i Mix Air Unit Slump Temp. Temp. Wt. Time Trucik # Ticket # % Air (F) (F) (pcf) (inn)) Cem.lbs.� II`+ems F Ash lbs. II 1I��I I I I /0 11""L ru0 I I /�I I I LTJ ® �0I r! I C. agg. lbs. I II ==��I�1JI II C. agg. lbs. 2I II Other Placement Area C. agg. lbs. 3F I f Location „� - /e telf"/ � Sand Ibs.I I�� Water Admixture��,(��J-- I Other) Air Ent. (oz/cwt.) Remarks �f-+�% � �� — 1�?�G y/ so Water Added on Job &01,' l940P 47- 6,6 %,0.5 -7� ,G (gals.) 0`0 2 3 Please refer to Field Rgport No. ?_ / Field Test Methods ASTM C143 D ASTM C138 ASTM C1064 F—] ASTM C173 Inspector t ASTM C31 F --]Other Laboratory Data Design Strength 8 1@ 28 days Date Specimens Rec'd Cyl. Test Field Code Date Cure A e Dim. Area IIjC.FF e6 I Max Comp. Tested Break Load Str, si Set# B T e I = Laboratory Test Method R. -ARV -1k I � I I 1 F-11 11 1= ASTM C39 El ASTM C109 F1 C] 9—A9 1 U I -1I 11 I= ASTM C617 FI 1 =F-81 I I❑I II I��l�� ASTM C1231 ==I II 1I��I II I=�� ASTM C1019 ==��I�1JI II II I= Other Test Results Remarks El Conforming F-INon-Conforming Results Reviewed By I I� Date Reviewed Codes for Break TVDeS: 1 Cone FY -1 2. Cone & Split 3. Cone & Shear 71 4 ShearF/-1 5. Columnar (Split) -VA W f L'Y UU IU✓ 'YO V11vt 1 *QKraZan & Associates Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING ANO INSPECTION DATE. 4;t"6 PROJECT#- PROJECT LOCATION: KRAZAN PROJECT MANAGER:_ 1 O f U 1 rJYJL/ uvio 1 ✓Z✓ CYLINDER REPORT NO 14459 CONTRACTOR:11,0 (�f PERMIT NO. _p,r+- INSPECTOR: AZAAt/ JURISDICTION: &,- /9tn/6EGJ s WEATHER: 4CZXA4e TEMP: Field Date Concreted X I Other Supplier �(Plant No. I Site Mix Mix Air Unit Slump Temp. Temp, Wt. Time Truck # Ticket # % Air (in) (F) (F) (pcf) 18-U 11 67 II /f-4 9r I! /�' I I.4'Zs- 7 6 ,t I I Placement Area Location �f►��t)6F� ter.• `�% ,/n y. Y AY hF, Remarks of `7y k.'AA4S . `i � c 2 Please refer to Field Report No. 712 7P Inspector r Laboratory Data Cyl. Test Field I Design Strength t/ppQ I @ 28 days Max Comp. Area C.F Load Sir,(Pei) Set # U I o�asii-�� uun� o i Repc,rted Batch Data Cement Type' / "`/� 1 Design ��Actual 5C Mix No. ljQ dO1tS Q' Cam.Ibs.1 F Ash lbs.l C. agg. Ibs.l Il '��.....-- C. agg. lbs, 2 C. agg. Iba. 3l_ Sand lbs. l 11P Seo x Waterl t V-4 Admixtuml �09".2 O Otherl Air Ent (ox/cM.) I 1 Water Added on Job /O (gals.) Field -rest Methods ASTM C143 X1 ASTM C138 F] ASTM C1064 y] ASTM C173 ASTM C31 ® Olher Date Specimens Rec'd. I ?I Tested Break By Type Laborator Test Method ASTM 039 -191 ASTM C109 U ASTM C617 0 ASTM 01231 ASTM C1019 Other I I �s'r��J�� a/�'`� �Z>��uL�7� Lis N►= � n�.�:.�# � ��;W.� -� -� ! 7c��a�; Remarks 0y;'?,C C iii, Results Reviewed By (� Dat a awed Codes for Breaklypea: 1 Cone 110 I 2. Cone & Split 1;q 3, Cone & Shear 4. ShearF/IMeasurement Uncertainties; ASTM C39=Colreess +I/- 8% �� Test Results aConforming Non -Conforming 5 Columnar (Split)1I V 4Z i w Va _ZU 3Wt j �Krazan &Associates, Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTOuCY(ON TWING AND INSPECTION DATE: --& —TiA PROJECT #• PROJECT OMe e"Of*CAWAI LOCATION: R7- AMOX495 KRAzAN PROJECT MANAGER: Iri Fiald Data I E.)(U j%UVj'jj%UX)') 1 J7.! CYLINDER REPORT NOI 4 4 6 0 CONTRACTOR: &&JC6,&MAQW PERMIT NO. INSPECTOR' JURISDICTION: P7— WEATHER: TEMP: 70 Concrete.( -X- I Other -I I Supplier I Afimo I Plant No. I I site mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck # Ticket # Air (in) (F) ` (F) (Pcf) Place m4earit Area 1-6dMidn ^411W AW.Z ?'-40 C, I Remarks op,4040 or A404ya Y/1- IfR-,Q-Y= /5-r o/c 17f 1'A 05 - w1e, . = D, V/' Please refer to Field Report No. '71 J? V Inspector Laboratory Onta Cyl. Test Field Code A Cure Dim Repairtecl 13atch Date Cement Type I (- Design Actual MIX NO. L m o 0. -I/- Cem. lbs. C; F Ash lbs. C. agg, lbs. G. agg. lbs. 2 G. agg. lbs. 31 Sand IbS. 1. /y,941 2:9 aca water Admixture other AirEnt, (ozkwt.) I Water Added onJab (gals.) Field Test Methods ASTM C143 ASTM C138 ASTM C110$4 150 ASTM G1173D ASTM C31 [k] OtherED Design Strength I V-00,0 I its 28 days Date Specimens Redd. C,F, Max Comp. Set Tested Break Laboratory -? TYPI Mr— * an 4111 to M. ASTM C109 D MR ASTM C617 F� ASTM 01231 FRI ASTM C1019 R15-1,100Ar 6 ow Remarks WX Results Reviewed By I Date Reviewed Codes for Break Types, 1 Cons rV L 2. Cone & split 3. Cone & Shear 4 Shear IN 17 Measurement Uncertainties: ASTM C39=Core8 +/- 80% ASTM C39 ASTM C109 D ASTM C617 F� ASTM 01231 FRI ASTM C1019 Other Test Results FIConforming F-INon-Conforming 5. Columnar (Split) El OER'K%XaZan & Associates, Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE /0' S" -L $"" X000 6 PROJECT#: /DG 06-0.71 PROJECT ly1G _ �'/yR�lr4G/6riTid� LOCATION KRAZAN PROJECT MANAGER. FIELD REPORT NO 71278 CONTRACTOR: 10W1441/0.S JURISDICTION P7 -o4 IIoFLFz-S PERMIT INSPECTOR. WEATHER. CG1�rA2 TEMP ?d -7S- �P/4 mt�iV�di2G� CdNCA�T©A! .9. �Lr�GF./iN�NT /#T lN4iA/ A40W FlAe. aRl,dLiNF$ Q-A 2. EC. I�/?AZ.o 1. /7Y' V,+"S oor- �i2EtD h/iGG l?r1.Fi,�ie/l4G$ I%%/1� !i% S�DGOS. &r*S /04A6,,Cl0 et_&6004 l'D/�o G! 1��Y?'FD 5� !/yl GtIlAK/GAG lam/ 8i24fo�/, e,0AAc.?rir7;r L6/1 -S G°d `Yl p e�.s s/D,v v Ah'l �4la£-S tit 4R4 CRS 77J n/f SST' 4rOS GAS 7' .>"0 Aed I/.- �i42� i� STie�i✓6�'�f �ZFSUGTS cit 151y58 AAAA CLQ /V yG6 Ad 2. Co�� j9�v0 G'ov,rA&c ie 4zso PG4c p eoiveoeX t .�->' ..rr�,n. kJsru.. o�v fi LrN•�' � � to i3• S' i?�l� x 12� S�o(oo,8, D/Y� JAe7"' o� coN?�o�QF_ssN� S�`tti°G £S GEST fol uJAGG- * ��ei'errG_ Equipment/Asset Number(s) To the best of my knowledge, the above(o WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: ` l Serving the Western United States 1501 Field Report.do Revisto 1 Effech Date 5/25/05 �_ .....__ ..» .1 f,, the A, of the Ii nt Th, ennrt ma of be renrodu ed in anv format without the written permission of the client and Krazan & Associate oKrazan & Associates Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. Ar \U L � 2406 PROJECT #• IC96 — e6 e,7 91 PROJECT ©i??G G•4�?dJp c�iylR/ LOCATION PT AZY4, «s KRAZAN PROJECT MANAGER. Field Data Concrete I X Other CYLINDER REPORT NO 14458 CONTRACTOR:-",4J-GoV,4,Wf-zX PERMIT NO elr-- D yi—Ir ,0!0WD!%�vWSPECTOR: //-,,vov zEFG 3J JURISDICTION: Aof1d•cLf.S WEATHER: GG ei41< TEMP- 617 Supplier l f -C. IJlGG Plant No. I 7 1 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck # Ticket # % Air (in) (F) (F) (pcf) 16 -20 !I G7 1115&,? / II1/A I1 SA9— 17/ ®I �' Placement Area Location ,oyv�c�OR 9Lad .2 9 SEC to G R�tNFeac,F ��.v>' yoa�diec� G✓ .+'•►� s�o Remarks ,p j11 ,©oBk*t A" 441a %// id ler? 7;9P, 12 - Reported Batch Data Cement Type I Design �� Actual Mix No. L S'yJ did Ao.di Cem. Ibs.l lI r6 F. Ash lbs. -• C. agg. lbs. C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. F— Water 1 Admixture LI pB LA,II 3� oL1l . Other 11 Air Ent. (oz/cwt.) 1 Water Added on Job (gals.) 71A7ov Field Test Methods Please refer to Field Report No. ASTM 0143 ® ASTM C138 ❑ ASTM C1064 © ASTM C173 Inspector1 /� Sty(, ,�(..� I ASTM C31 © OtherF—] P Laboratory Data Design Strength I 'YDDo I Q 28 days Date Specimens Rec'd. Ilf A- ., Cyl. Test Field Max Comp. Tested Break Laboratory Code Date Cure A e Dim. Area C.F Load Str, si Set # B T e Y1I11J❑1 f lu I ❑1 �uu❑1 ❑Du❑1 ❑uu❑1 ❑�1 1❑ Remarks Results Reviewed By Codes for Break Types: 1 Cone PX 2. Cone & Split Measurement Uncertainties: ASTM C39=Cores +/- 8% if—�❑ u Test Method ASTM C39 1 ASTM C109 11 1 ASTM C617 a 11 1 ASTM C 1231 ASTM C1019 Other Test Results FIConforming FINon-Conforming Date Reviewed 3. Cone & Shear FA 4 Shear F/I 5. Columnar (Split) oKraZM & Associates Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. PROJECT#* PROJECTjG LOCATION- )0T. �iVG,�GF_S KRAZAN PROJECT MANAGER. �(3 Field Data Concrete I Y, IOther CYLINDER REPORT NO 14459 S Gab CONTRACTOR: Nj .'GLIAS PERMIT NO 0Jlr__ Oy�� INSPECTOR: PXAiit/ JURISDICTION. AVWZZZ S WEATHER: CLA;,4,t? TEMP - Supplier �nF� �i6L I Plant No. 3 I Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck # Ticket # % Air (in) (F) (F) (pcf) S io 11 6 7 11 /re- 9 r I I N/>' 11 s'.25- I 7/1 *I I Placement Area Location 5,4AVtF_ D AT• y ,co Remarks fiocaez .8 j'' pu.,># th 4:r A7 -4b J -y o617? 3',a cos Please refer to Field Report No. Inspector Reported Batch Data Cement Type I "/ I Design L� Actual Mix No. Ijw 40 G06 Cem. lbs. F_ 11 1 F Ash lbs.1 11 1 C. agg.lbs.l 1 C. agg. Ibs. 21 C. agg. lbs. 3 9 - d Sand lbs. 11/ ya z Waterl 106.7 q"l Admixture Other Il Air Ent. (oz/cwt.)1 1 Water Added on Job /O (gals.) Field Test Methods 7/2 75l ASTM C143 © ASTM C138 r ASTM C1064 Y] ASTM C173 ASTM C31 © Other E] Laboratory Data Design Strength I t/DOf) I @ 28 days Date Specimens Rec'd. Cyl. Test Field Max Comp. Tested Break Laboratory Code Date Cure A e Dim. Area C.F Load Str, si Set # B T e rM F4 IN � n. ■ (- FFFFFFF[te. ■■ DA -g, Rhsuc�Tao &P-A16L11RSu-N Remarks f'eS AS 1%R4eriCO3 Results Reviewed By Codes for Break Types: 1 Cone FX1 Measurement Uncertainties: ASTM C39=Cores +/- 8% 1 2. Cone & Split Ik Date Reviewed I 3. Cone & Shear 1A Test Results EConforming 0 Non -Conforming 4 Shear F/I 5. Columnar (Split) E Test Method ASTM C39 1 ASTM C109 1 1 ASTM C617 1 ASTM C1231 ASTM C1019 Other I DA -g, Rhsuc�Tao &P-A16L11RSu-N Remarks f'eS AS 1%R4eriCO3 Results Reviewed By Codes for Break Types: 1 Cone FX1 Measurement Uncertainties: ASTM C39=Cores +/- 8% 1 2. Cone & Split Ik Date Reviewed I 3. Cone & Shear 1A Test Results EConforming 0 Non -Conforming 4 Shear F/I 5. Columnar (Split) E r_Krazan & Associates Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. A8 J uL V .2 Da 6 PROJECT#• /0G-46091 PROJECT tIM - GA-. f*e_1WAe o+DOIr/on/ LOCATION- R7_ AA14 645 KRAZAN PROJECT MANAGER: f Field Data Concrete I X I Other 1 Supplier 1 FaFO 4, Plant No. Slump Time Truck # Ticket # % Air (in) lid Or 1173--11100/ 114VAP 11 s'o CYLINDER REPORT NO 14460 CONTRACTOR.&FgSe,'A4uX_4 10111"-1,00S PERMIT NO do -51-- DY...S Y INSPECTOR: f TiV,4! 5r -1`L JURISDICTION. PT AA14CGES WEATHER: C4rei4.e TEMP- %a 3 1 Site Mix Mix Air Unit Temp. Temp. Wt. (F) t (F) (pct) 111Y1701 - Placement Area Location %i9.,i t /tOdz S0918 a, ,� q� XC t -o c . Remarks h�14G iii $Y oni. . v 4A<,4'7A-4") 135" of 17 r Y, 405 . ,j�C_ _ o, V/ Please refer to Field Report No. 77%oZ V Inspector Laboratory Data CVI. Test Field Reported Batch Data Cement Type I ! '- �� I . Design L� Actual Mix No. ^1 O A Cem. lbs.1 1 F Ash Ibs. C. agg. lbs. C. agg. lbs. 21 C. agg. lbs. 3I Sand lbs.1. /y�o water) 11, 0,9k Admixture Otherll 1 1 Air Ent. (ortcwt.)1 11 1 Water Added on Job (gals.) Field Test Methods ASTM C143 ® ASTM C138 ASTM C1064 © ASTM C173 ASTM C31 © Other Design Strength V460 I @ 28 days Date Specimens Rec'd. J*,%k4 y I Max Comp. Tested Break Laboratory A e Dim. Area C.F Load Str, si Set # B T e T M *1- d 21�1�L-J❑I 7 xs 1 IF-11 1un1 ❑ LTJ I IF-11❑1 1 IF-11 Remarks (P06) ?7�� -�'T �1�it.� fJ;S OtRrcTF-A Results Reviewed By I I Date Reviewed Codes for Break Types: 1 Cone FX1 2. Cone & Split 3. Cone & Shear FX1 4 Shear z Measurement Uncertainties: ASTM C39=Cores +/- 8% Test Results Conforming Non -Conforming 5. Columnar (Split) E ❑ est e o ASTM C39 ASTM C109 11 ASTM C617 ASTM C1231 ASTM C1019 Other Remarks (P06) ?7�� -�'T �1�it.� fJ;S OtRrcTF-A Results Reviewed By I I Date Reviewed Codes for Break Types: 1 Cone FX1 2. Cone & Split 3. Cone & Shear FX1 4 Shear z Measurement Uncertainties: ASTM C39=Cores +/- 8% Test Results Conforming Non -Conforming 5. Columnar (Split) E eKraZan & Associates Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. PROJECT #• _& jp, - 06 0,7 / PROJECT 001,C 4090/AC104,e/ LOCATION KRAZAN PROJECT MANAGER: .T6 Field Data CYLINDER REPORT NO 14461 CONTRACTOR: &prcma&4.re s*&z/PS PERMIT NO /4,001r,VA/ INSPECTOR: IV16W 1( cSEFLf JURISDICTION 10r-jo /roi£C,ES WEATHER: GD AR TEMP- 70 Concrete I )C I Other Cement Type I / — l/ I Supplier 1 fit/CG I Plant No. I 3 1 Site Mix F Time Truck # Slump Ticket # % Air (in) Mix Temp. (F) Air Unit Temp. Wt. (F) (pcf) I!� /s 1193 11 /S7 /;-I G e l y�>� 17r �A Placement Area Location 6"r&t-t. 0A1 Remarks PLL- ,-.Co oy VA4*"o !%/39A-1—CA5, /0 aS' ywoS Please refer to Field Report No. Inspector Ltvw, -(.- i, Laboratory Data Cyl. Test Field Remarks Results Reviewed By Reported Batch Data Cement Type I / — l/ I Design J Actual) Mix No. MW600 I Cem. lbs.1 S� 7 F Ash lbs. 11 C. agg. lbs. C. agg. lbs. 2I q._/ C. agg. lbs. 3 9/7 Sand lbs. I 11/3.73 1 WaterF Ib r, e, Admixture Other II 1 Air Ent. (oz/cwt.) Water Added on Job (gals.) Field Test Methods 7/,Z 7* ASTM C143FX] ASTM C138 F ASTM C1064 © ASTM C173 ASTM C31 © Other Design Strength �tVQQ I @ 28 days Date Specimens Recd. Ilprue- y 1 Max Comp. Tested Break Laboratory A e Dim. Area C.F Load Str, (psi) Set # B T e ��I IFI ® 1 IF] ® 1 In o uo ❑tun ❑uun Codes for Break Types: 1 Cone IN Measurement Uncertainties: ASTM C39=Cores +/- 8% 2. Cone & Split lk 1�� Test Method ASTM C39 11 I ASTM C 109 FI ASTM C617 ASTM C1231 11 I�O� ASTMC1019 Other Test Results Conforming Non -Conforming Date Reviewed 3. Cone & Shear 1A 4 Shear z 5. Columnar (Split) MI UK#XaZan & Associates I in GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. 7 -/ 4---e-) (:�, PROJECT #: / 66 -ea 08 It PROJECT 04ZOnei C -- LOCATION LOCATION e A KRAZAN PROJECT MANAGER.. '- 1 ! 14A.P,p t2 c. -7-o .�. FIELD REPORT NO CONTRACTOR: JURISDICTION PERMIT #- INSPECTOR. W EATHER. ___0 G"-�, TEMP 7, ��,��,� �, �9� cS�.�� 1°,C•¢c�� T Tri ,S r`�8/ �.a �r- � � �Tlf� T-��©L¢.� yn7 G �'T�/�'� S �(/,��`�'i"u f3� C.r�rrr�•C�r-�i'� TV Rd �1 7-0,x' �•� � �� "�24g r 4-i . G fell k-tF® Equipment/Asset Number(s) To the best of my knowledge, the above AS . AS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Sup encJent/Representative: Technician: Serving the Western United States Rev 1 1501 Field Report.doc Effectiv Date: 5/25/05 nared fo the exclu ve use of the client. This eport may of be reprodu ed in any format without the written permission of the client and Krazan & Associates. ti �Zal� & As -so c i ates, Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: -�— /4—r) C PROJECTP 1496- e- ©9031 PROJECT LOCATION: KRAZAN PROJECT MANAGER: S7~/%9l& COMPACTION, REPORT NO 12.7 1.2 CONTRACTOR: PERMIT NO: j� �► A ,-.77e INSPECTOR:On W JURISDICTION: .- WEATHER: C56I--J TEMP::. ,v. ❑ WASHINGTON DENSOMETER ❑ SANDCONE NUCLEAR TEST ❑ OTHER`" LOCATION MAP F-1Paved Areas (circle one) Sub / Agg / Asphalt ri-20 7'? 1-3 Building Pad (s) ❑ Other ❑ Trenches (circle one): Sewer / Water / Storm Drain / Utly Curve Unified Soils Classification Max Dry Opt Density Moisture � ®ai i �..� .C/ l e5%T �iPDe�ll c5/�C'7'ti/ SR -n" � Test Elevatlo Location(Comments) Curve Mode & Density Moist Percent Required Depth % Compaction SerAgr AP43�aV-,gs -7f5 1174- /Z'3 Curve Test Method: This testing does not preclude the possibility that the soil or hot -mix asphalt may be loosened by future Map Location: b.-/ construction activities or rainfall events. The compaction tests were performed at the approximate ❑ Attached Daily Avg. Std/ locations and elevations shown and indicate relative compaction at those locations. Horizontal and Count Densities vertical limits of the compacted area were determined by others. Our firm does not guarantee earthwork Daily Avg. Std or paving construction, nor does our work relieve the contractor's responsibility to conform to the Count moisture -74.0 approved project plans and specifications. Gauge# % 0 70 I 1. To the best of my knowledge, the aboveWA�/ WAS NOT performed in.accordance with the ; p roved plans, specVariond regulatory requirements Superintendent/Representative: Technician:lh, I_,� 215 West Dakota Ave. Clovis, CA 93612 (559) 348-2200 4221 Brickell St. Ontario, CA 91761 (909) 974-4400 2205 Coy Ave. Bakersfield, CA 93307 (661) 837-9200 1501 191 St. NW Suite 106, Auburn, WA 98002 (253) 939-2500 1025 Lone Palm Ave. #2E, Modesto, CA 95351 (209) 572-2200 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 (360) 598-2126 545 Parrott St. San Jose, CA 95112 (408) 2712200 19501 144" Ave. NE #F-300, Woodinville, WA 98072 • (425),485-5519 5808 Price Ave. Bldg. 1016, McClellan, CA 95652 (916) 564-2200 Re on 0 Effective Date 8/16/02 7 =KXaZan & Associates, Inc ' GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION 7' DATE 2 PROJECT #: PROJECT "'21 Vzn,01C-, 4jogQ LOCATION: KRAZAN PROJECT MANAGER. lire FIELD REPORT No 70783 CONTRACTOR. rBRWS49�,<f JURISDICTION PERMIT #� INSPECTOR: WEATHER. -_SS VV TEMP - :z) A, I d 00 r rn i rA J 7 7 Iz-�IIWF YD,,,IFA� /7-v i,2 Equipment/Asset Number(s) -7�edX4,r-V * 3 -) a ?0 771 To the best of my knowledge, the above �AS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician - Serving the Western United SO, s 1501 Field Report.do e ec..t '&A thi moort prepared fo the clu of the client-ThisPq- TP'94-4�� x ts " WA#eWn t 'ot. KraZan & Associates, Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: % — /Z ` a PROJECT #• PROJECT: LOCATION: i%�d KRAZAN PROJECT MANAGER: COMPACTION REPORT NO 14907 S� Ft �&-lz�-Q R.arDr-� lVD, 7/l S" 7 CONTRACTOR: A 42-4' S/ L- a u .fl V, /� h ��/ D s PERMIT NO - INSPECTOR: JURISDICTION: C t^f © For+ WEATHER: Rcv� T P:/ ❑ WASHINGTON DENSOMETER ❑ SANDCONE JS NUCLEAR TEST ❑ OTHER LOCATION MAP N ❑ Paved Areas (circle one) Sub / Agg / Asphalt ❑ Building Pad (s) Other ❑ Trenches (circle one)- Sewer / Water / Storm Drain / Utly Curve Unified Soils Classification Max Dry OptDensity Moisture 14r' Test Elevation Location(Comments) Curve Mode & Density Moist Percent Required Depth % Compaction 1 -0 33A9-7;?5 //7,;? /0-3 `fib �S Z o. 9 3r L ,6 e, wejea-,G z,,9 & 1 /0 4t-. 7 F3aA,0rV, 103, 1 1; l �Lah"l C r i1 �_ s l z Map Location: Curt' Test Method: 7 This testing does not preclude the possibility that the soil or hot -mix asphalt may be loosened by future J construction activities or rainfall events. The compaction tests were performed at the approximate Attached Daily Avg. Std locations and elevations shown and indicate relative compaction at those locations. Horizontal and Count Densities 2705' vertical limits of the compacted area were determined by others. Our firm does not guarantee earthwork Daily Avg. Stdr , / or paving construction, nor does our work relieve the contractor's responsibility to conform to the Count moisture 'T approved project plans and specifications. Gauge# 3 % O To the best of my knowledge, the above WAS / WAS NOT performed in accordance with the approved plans, specifications, d regulatory requirements Superintendent/Representative: �Q Technici n: 215 West Dakota Ave. Clovis, CA 93612 (559) 348-2200 21_t. Ontario CA 91761 909 974-4400 2205 Coy Ave. Bakerskeld, CA 93307 (661) 837-9200 1501 19'' St. NW Suite 106, Auburn, WA 98002 (253) 939-2500 1025 Lone Palm Ave. #2E, Modesto, CA 95351 (209) 572-2200 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 (3601598-2126 545 Parrott St. San Jose, CA 95112 (408) 2712200 19501 144* Ave. NE #F-300, Woodinville, WA 98072 (425) 485-5519 5808 Price Ave. Bldg. 1016, McClellan, CA 95652 (916) 564-2200 Revision 0 V#.,..raZan & Associates, Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING FIND INSPECTION DATE. '! " I Z - D 6 PROJECT #: d 6- .b .6 o 3 i PROJECT LOCATION KRAZAN PROJECT MANAGER: FIELD REPORT NO 71157 C6h,Pa C -J/d .7 le -e p6 f � NO I 'P�67 CONTRACTOR. Ray5efz , y Jed, ! 1 %i n r JURISDICTION C,yL c -' P or f' ray-, �g S PERMIT #' d S -. 45,g J INSPECTOR: �vhni-r �2/'SCjin,Ir WEATHER. �(A, dZv lL+gtitRal„ TEMP- -T EMP Z 4 v-) a- A -i-o a o r;�2 zoo jaQ?- 40t A" ti rA /-/tear 11) tip jAl ,� 1 f ,z5a G -�',G✓� �,er/e A/ r.Q / \ ar l D� Y % LV � r h � 5 L (-Pro;" R 4n (5b ) � � �/ C `i-t� c tr. � J� 7� Fb J , 9 k - � < F 2- -a--a e ;) Fd r� r r n ^,r of G �I o L, rhe sir I AI eY'1% �ar�Qv� p rQ.n_ cd`n�or G�✓n,�, Y� 6r-� /�, c� 2a- /1 707 jar .��d� v sn /�,�� a /Ta. G {� i,-►Sz-�C r�r iA s�Sef/ '7�o r .r L, Gh P ✓ S'is/qY e metro=a �,1-, /0 .rao�F? 4j!�- �7-eA7..1a (° 1v "t'h G / LiQ / D �S 2 J- V 7ni n 7EZ <:g' V9 h,4!v2 . SQ'&"9>le. 2 75 , -P%,, 44-4- G 'lL A/ CA f G 4 V-A n,1- d � `f h�2_ � pS ✓ 7� aL � hn i 1, u S "� ��P/T . / /�z. SQL r )z- Z- ! S(�Y 2 �5L O ri, t n �r l ,p ya (,.� r, S' l� ✓ r Gi Q r � � w. S r0 IAI" 4, SoH,sz �Y,A7i� S/lfii SoF�,� a�,cD /meati c' /ca v. ✓ Equipment/Asset Number(s) /,Zr <7aUao-� 37© FO V J •Oah, c I k q9 To the best of my knowledge, the above WAS / WAS NOTIpbrformed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technicia : Serving the Western United States Pn 1 CCJI WAY (4Zb) 444-ZJ/b aZan & Associates, Inc C a r COMPACTION REPORT NO 1490:6 GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING r /) /0 �// CONSTRUCTION TESTING AND INSPECTION i FJ�I alp or (1 f V f 7 l? DATE: -7—//-04 PROJECT* �� 6 " O � C) PROJECT t r a LOCATION: k f yq KRAZAN PROJECT MANAGER: "Tf� ❑ WASHINGTON DENSOMETER LOCATION MAP �I CONTRACTOR: �.0 v S e4 a u e r Plt PERMIT N0: b_f— b 4 S F / n CG,4 INSPECTOR: JURISDICTION: . WEATHER: �_ G l Q/ . ��i -TEMP: -7 Ob ❑ SANDCONE `0 NUCLEAR TEST ❑ OTHER ❑ Paved Areas (circle one) Sub / Agg / Asphalt ❑ Building Pad (s) KrOther ��✓ctI/ ,�,� k �'�f'1 ❑ Trenches (circle one): Sewer / Water / Storm Drain / Utly Curve Unified Soils Classification Max Dry OptDensity Moisture p�q� rotes. S /4V Test Elevation Location(Comments) Curve Mode & Density Moist Percent Required Depth % Compaction —3. S <<�, 9 ,��+w �Q,� B ��. G i' 97�s Z q/S —3.61 / ,r,a_ 9/27- —2,,5 f L, h aCG P i,i¢e� �3a,.�i�"�i I 11 S, / -7.3 ! CIJ EA R ^^ �0 s i / L h�� a 6,--N �j�Q ti ,E: 4,!�1 V V r Z7- / tl .T ID c) I Map Location:��urve Test Method: This testing does not preclude the possibility that the soil or hot -mix asphalt may be loosened by future r 7 f ❑ Attached '� s T1y Z2 l sS construction activities or rainfall events. The compaction tests were performed at the approximate �� Dpally Avg. Std locations and elevations shown and indicate relative compaction at those locations. Horizontal and Count Densities Z % fo Daily Avg. Std`/ vertical limits of the compacted area were determined by others. Our firm does not guarantee earthwork Count moisture - or paving construction, nor does our work relieve the contractor's responsibility to conform to the Gauge# F0To approved project plans and specifications. �%d the best of my knowledge, the abov AS / WAS NOT performed in accordance with the approved plans, specifications, a d regulatory requirements Sup# r tendent/R resentative: Technicia . t—p,�,c R �ClZi 215 West Dakota Ave. Clovis, CA 93612 (559) 348-2200 42 Brickell St. Ontario, C19 61 2205 C- A— a.,6 -R.1.1 rA olo/n /« 1 o07 0�nn � 1. 1 — ,,,,,.,... (909) 974-4400 ,,,,.,., --- „_,.,. _ OG,AIYYN ` FIELD REPORT NO 71156 �'aZa11 & Associates, Inc S� dor-, acr�d�. orf N� /906 GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. % - l D PROJECT #- /D d- v 6 D? t PROJECT- ISL L n- AID jC /1.9�f- LOCATION KRAZAN PROJECT MANAGE J -p CONTRACTOR.y •rc r �h /l ,� f JURISDICTION C,t-fy v -r'- 4t r A✓ 0V S PERMIT #• 0 � —'16 � S-,? INSPECTOR. 76Z,, ktir, _� rJ WEATHER. P (,I „1A �O y TEMP- -7 o 43 _ -�{' ca ►�! 4 %� S 1 of 5 jpi(e -�Lo PQr -� h rer, 4•-,e.S 4S Gdha 1A2 a l / s j ne. C- ti a-� or _6 `," A. -In ,AIL- .&Wc- Al/ 5 u 5��rc� S r,✓ev� v2 -cowl t�.�,e ---T- e ZS .Q,.,,PA 41. APB k v V4.' tai`' -- �aL-� ;-L ir,6e de 6 ��,c4t��, c=A -G CL -7Doo i aS X-0 v k V u f TQC -.% �- ,0 .rar �, ia1 S 1h r a I / 6, o Y za �� l / i i f-, -,l w l 1 9� ¢x f- 2y, J Equipment/Asset Number(s) �r X /-er 4 9" To the best of my knowledge, the abov AS WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Supe r' resentative: Technician, p *,XaZan & Associates, Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. PROJECT #• PROJECT-OWC 005- -A 00017-IiA/ LOCATION 1©f' i¢/�6FCoS KRAZAN PROJECT MANAGER. T/?' FIELD REPORT NO 71367 CONTRACTOR., fi;'c,d*a, Z JURISDICTION R7—,*VaCe,,Fs PERMIT #- INSPECTOR. WEATHER. TEMP- 65--7,0 1 D1'I� �'/� �2L'��i�il.�uo4-Tian✓ Df' �iC!—�'L�cf_ �y.��/�'IT`� 7ir�7i�✓� e JV l u.vD A r%o:�C �i2A i.�//�4�iG G . /3 -C.L� �i � G �4T e i%v 1_C->9 s 7- 0/ p/ ,CG/ 19AI6 CA . �L,sri.ti/G R�s-aconFJ� cU/�F_.P�= G Tu Com, dt-b2l< 7:4"4 7 J'ai G i3f��v� PLfyc,� CJ � �iiGr`ffltal,D C'O�lf,�v7` Gvl Tls� Gr�SS T��'t�/ 4/2 i �. ••i •9-� L 4. do�4- Tb,e� sr�-. rz.�G.� a � r�4-•�rF'f�, Cr�.vr2.a c�a rz . Ao tfgg/, o e+f I&S-" x 4'zl o'r w/cam S %L3T Ta P VIC 1d�-A14,arimA! L%iLA-y�IA 6 Y17,:9� 7,r IYAr UV,9t C,_- /,t�6�2/elL 11,48 /,' $ /y �DGX-. 6f7A1e.ir /i/7- 62ariG, R��suLr�,�G /Ar EquipmenVAsset Number(s) ��oxz-dp2 t&waoV6 To the best of my knowledge, the above WAS / WAS NOT performed In accordance with the approved plans, specifications, and regulatory requirements. ten re tative. Technici Ll( Serving the Western United States 1501 Field Report.do Revision 1 Effectiv Date 5/25/05 mt he te-nd, —A f— vnthm the writtr of the cli nt and Kr=an & Associates _� COMPACTION 4U azan & Associates, Inc. REPORTNO 12609 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION 2 CONTRACTOR: DATE: PROJECT#- le 6 — 46a 3 1l PERMIT Nrl- 0.3 = PROJECT: QhsG y 0/�r'4RS�I � i9D�zTzo� INSPECTOR: &A111 L LOCATION: IQNI' U„S' JURISDICTION: KRAZAN PROJECT MANAGER: WEATHER: ezl—d 'R TEMP: ❑ WASHINGTON DENSOMETER ❑ SANDCONE 1 NUCLEAR TEST OTHERr� 71-7417 LOCATION MAP ❑ Paved Areas (circle one) Sub / Agg /Asphalt M Building Pad (s) ❑ Other ❑ Trenches (circle one): Sewer / Water / Storm Drain / Utly Curve Unified Soils Classification Max Dry Opt Density Moisture &Ivy /-:;wedirld! SzGi`�l sAia►D W%G�d�G /.� 3,r9 1/ r-- Test Elevation Location(Comments) Curve Mode & Density Moist Percent Required Depth % Compaction >3L©�✓�A -14 W%/YfT YI 5 91 Y 1 7,P ? 11A1A.-1 sou- . I I Ile. 0 9, 7 9� I 117 9 61 114% 7 7. Y s— 414 AjQ4 7— i //09 41o,7 90 AS7- � � /� t I /a -7 967 Curve Test Meth ood� This testing does not preclude the possibility that the soil or hot -mix asphalt may be loosened by future Map Location: ,v� 5'.r% I construction activities or rainfall events. The compaction tests were performed at the approximate ❑ Attached I Daily Avg. Std(� n locations and elevations shown and Indicate relative compaction at those locations. Horizontal and Count Densities vvertical limits of the compacted area were determined by others. Our firm does not guarantee earthwork Daily Avg. Std / 9 / or paving construction, nor does our work relieve the contractor's responsibility to conform Count moisture (O (O to the approved project plans and specifications. Gauge# 1;1163 To the best o m k the above WAS / WAS NOT performed in accordance with the�aoved plans, specifications, and regulatory requirements oCNPip/GSu�pgr +/ tfive: Techni!G /M 215 West Dakota Ave. Clovis, CA 93612 (559) 348-2200 4221 Brickell St. Ontario, CA 91761 (909) 974-4400 2205 Coy Ave. Bakersfield, CA 93307 (661) 837-9200 1501 15'" St. NW Suite 106, Auburn, WA 98002 (253) 939-2500 1025 Lone Palm Ave. #2E, Modesto, CA 95351 (209) 572-2200 20714 State Hwy 305 NE Suite 3C; Poulsbo, WA 98370 (360) 598-2126 545 Parrof St. San Jose, CA 95112 (408) 271 2200 19501 144* Ave. NE #F-300, Woodinville, WA 98072 (425) 485-5519 5808 Price Ave. Bldg. 1016, McClellan, CA 95652 (916) 564-2200 Revs ion 0 Effectiv Date 8/16/02 -��KXaZaZ & Associates, Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. S"-c� Ae67(o PROJECT #• Idol -646031 PROJECT LOCATION r�7`�ir/G'.cGFS KRAZAN PROJECT MANAGER. J"-6 FIELD REPORT NO 71366 CONTRACTOR. JURISDICTION PERMIT#• 05-- OY5"8 INSPECTOR. 1Pe NAY 975-elJ'J WEATHER. p('AsT TEMP 60 S ®rt/ OiTF .�9>2 •ZN �L�9c,� D•sNs�?Y T/'s�%�vG ©F �d�7%N'G /7RAr� �yq%'icG r9Ee-A/6 1//11/E 9 . /�C . .-.yr) ,X'S! L✓9 t GS, ,+�crE�fs�L ri-1.t-T i sk is B•V .s'rTF ,F_Jr!'Ads�i'�✓7 S'6/L, ��/✓s�rri�v'� a.� Ti9�5/ L/.�� Sr4NB u/� YH Sd�� 0+A40 MIA"OA G2.4vFG. e0A17124e.7e2 /s /AtAG/N6 rev L efrs .9A.'0 GO•'YlP�GTidf_��d�t'7' �4�lD muG%%.�AL �PF_Ti�sTB .P6coc�t,d/�c7`i.v6�, i r' APPF.9r4,S T :�T Tfii� BR/G'rrv.4 G G.4 Bo.2A rd2� So lG .�f/�,�LF.Q 6'2AdFG R.VD S/G% �D�/TfN7 L�J�vr�z,,�e�� rs T.cta2Du6�G y� �e�uohleTi�v6 5rV/ s A4.r ZX,1.4c 4AI-0 1241e e y A �r�.Fvur� g s' l b -t3.:16 f S rFSi 1/4 Gkr. 14-"O Cd`x o }cTioN Pi2d ci£,9uRr� !d! Tiv , i1 ,LAS PI DDuaf_,D 4 f .-IIZA 1 *Al d GtN f�i,EG �l.Vlo eta vA r %Ora/r /4.wB iri�•� rP ��/°� � /90 x2112 G°pdu �ii2ASio�-r ?�O c W1,0,,,V4 G � �OZrlif_!? L/i'�e.t.4 �d 2 Ste. U`/4GlCF_ L!»uG � fX �li9•.✓ �fl� ,�lFficc[ Gy'� .4C11df611A16 Ory, elg,5,V. 1.fsyl,1&Ac7'IdAl /°2D s'J' 1IF9Al Ii -/.Ss -'7 o4A1,6 3G� Equipment/Asset Number(s) To the best of my knowledge, the abovc0l/ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Supe . t ive: Technician: A04, L Serving the Western United States Re 1 COMPACTION 4KdKrazan & .Associates, Inc REPORTNO GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION 12608 DATE: —o Tu I- CONTRACTOR: 101-I/zC/AS PROJECT #• / — V le O 3 PERMIT N0- 1')5_— D VSA PROJECT �%%C f%�a't�ri.2:��/1�Ik'/ /tDD�Ti�7�✓ INSPECTOR: P AFL f LOCATION: �A/G°�Li"3 JURISDICTION: PY 4&6c416_ F KRAZAN PROJECT MANAGER: WEATHER: f> 4=r4S7— TEMP: ❑ WASHINGTON DENSOMETER ❑ SANDCONE ® NUCLEAR TEST OTHERr4 713G, 4 LOCATION MAP N ❑ Paved Areas (circle one) Sub / Agg / Asphalt Building Pad (s) 64c ❑ Other ❑ Trenches (circle one). Sewer/ Water/ Storm Drain/ Utly Curve Unified Soils Classification Max Dry Opt Density Moisture Test Elevation Location(Comments) Curve Mode & Density Moist Percent I Required Depth % Compaction .r 114m,e e,3' �. —g' /niDA6eNT 97ff 81 �p S' Y, -Y, ' el -7 o epel L I NF I-ee J-1/� Map Location: I Curve Test Meth$ orf 7 I This testing does not preclude the possibility that the soil or hot -mix asphalt may be loosened by future // construction activities or rainfall events. The compaction tests were performed at the approximate ❑ Attached Daily Avg. Std %�l locations and elevations shown and indicate relative compaction at those locations. Horizontal and Count Densities vertical limits of the compacted area were determined by others. Our firm does not guarantee earthwork Daily Avg. Std�� or paving construction, nor does our work relieve the contractor's responsibility to conform to the Count moisture approved project plans and specifications. Gauge# 170,1,.4 To the best of my kn e, th abov W S" WAS NOT performed in accordance with the ed plan/ ecifications, and regulatory requirements Supe ' / Technician: 215 West kota v ., rs, CA 93612 (559) 348 2200 4221 Brickell St. Ontario, CA 91761 (909) 974-4400 2205 Coy Ave. Bakersfield, CA 93307 (661) 837-9200 1501 15" St. NW Suite 106, Auburn, WA 98002 (253) 939-2500 1025 Lone Palm Ave. #2E, Modesto, CA 95351 (209) 572-2200 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 (360) 598-2126 S11- iiw� �W- �FIUIQR W11-11W/1009MR w US g' MW -N IRW. TON't RAGTOFZJ.- Y, .......2. DICTION QN pNtr ..'a- IT #-I'Ll �V-I�Llll 00.1, R Olt A14 Z n," VC, S11- iiw� �W- �FIUIQR W11-11W/1009MR w US MW -N IRW. TON't J" % mg, 'Tr} -,1 -r -mi Aff -' 'ikpP iRk"; vdx -Y. .449-" . . . . . . . . . . . . . . 17 M 449w��-Io A14 ., imll llag Z_ T; 'j',ZZ' . ......... x"i 411 a 4w� p uw lfh:i� (4po 1 hs,. 0 regulatory requirements. To.fhe best of 6, �'W� '6' d 6,1 h 6, b i�!� '0rcor ance",W s bbificdflons,:dna-(e'-Uldt6r NOTP CA Westerns States z> Revision,j' tfitiv bite -5PP5' .;14 .rte iIi oilh—ii I , .,.ril. nt he ndu eri i4rdat vWthout the wha oeiniis'siou of the client and' ICraien &`As`soctates. 0"I WMT t4GJ) 444�GJ/6 :, r r IKraZa1 & Associates, Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. � -Z�; 0 C PROJECT #: 166 ^C 6 11--3 / PROJECT r✓?% . LOCATION- R-042 _ KRAZAN PROJECT MANAGER. FIELD REPORT NO 71413 CONTRACTOR5,-�AW-�`-4//kOe& JURISDICTION 111pe-V PERMIT #- /r) 5-+AL'�0 ©© r"? INSPECTOR. rX5/ WEATHER. r,5/ /'V TEMP ®/-S % sem A-9 Me Equipment/Asset Number(s) To the best of my knowledge, the abo e W / AS NPT performed in accordance with the approv d plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: �PYVZng the Wo dern United States '"I.WraZan & Associates, Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING Ir CONSTRUCTION TESTING AND INSPECTION DATE. A -ru'pv o2D06 PROJECT #- 149C —v 6 03 / PROJECT 6VLY04)0/4 LOCATION- {bit -T KRAZAN PROJECT MANAGER: �Il? FIELD REPORT NO 71595 CONTRACTOR. e.--- GJf/9t rl�lt P% BGG/ p5 JURISDICTION Aon % AAIjO,,54,eS' PERMIT #' _�✓r 0 YX6' INSPECTOR. 1474,Y,0 / XF_F,Z WEATHER. s'uN TEMP - 631V EMP 631 �I T/C ASR 4.1N1/�,t �T11�� d'4' AC--�vf0,e rLs RG/9Cf_A4,ENT- 097- tic ? . CC fo ' B 44 76 Q j F. 6, Y/a J 9 . A, 2 . Al 6-0 Ac ,457-&4 615" e�.¢df 6d. /?�I.vfn�t•c.C�i►.�/T 69AvFo.oeA*4.e v4- n ll�F_ TA/C S 9IS /. / �/S r/- p rS LAS 47d td,, -4 .f ^-.r e ma TF_ I v' -T/S . .4^0/7'io-r.¢G 4RA.eS 1,v A'LACF PW R 4,44r -c- 0AC V,,+ 1a #I9i 70-414, ,.✓cr' To �rr�rilS ryi�/.vTwi��,�D Cly mi t icX O Mlle- rhf.kr McV060,0 liv 4/.A13 -r 4,41A ,XOdA4 At&tve/o. ACG Gne, BS, t17�c/te�.v�a.FL e'v'Ve•eae- W"f..s 1'2rrr'rQ '*!2 TEr>yP��1aTu,eE. :�!_�.t�•tP 4,ts0 AIR ejAe-1,'c .- ewv .fr_'T of F- &,X 'fJmAeAeX53oeAov SIg-r24'e4-Cr r'4sT 6d^ c eo-5-TE .c-FPoAT ,/,j 914 IW -ie CANT.es)-,g amx 44j s vR *?,rA, AKD oN GiNE I _ 4&1Va1eC0-CQ eioo'=6"V 4f�.Q 147'" /ei .�S�1cN a✓R jJ . CdNGC4j�TE -e.#e V&r-6 AR ?•oid! SMRTE0 ry'ao/ fi visN.Ea Equipment/Asset Number(s) To the best of my knowledge, the abov(D WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician% 7 6� ' 111-7 Serving the Western United States 1501 Field Report.do Re ision I Effectly Date: 5/25/05 .... Ar i h, .m" — nt he reprodu ed in ar v format without the writte permission of the client and Krann & Associates. IMRM I-aZan & Associates Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. 16 ol,,WG PROJECT #- A06 — 06 OSl PROJECT 40'*PiG i 40/c,*G GE.v>2;e LOCATION Avlfee, 'S KRAZAN PROJECT MANAGER. J7% Field Data Concrete I X I Other Supplier 110- AX0 Iti d M+T Plant No. I 3 CYLINDER REPORT NO 10 916 CONTRACTOR: PERMIT NO e"75—z- d 9,S -P INSPECTOR: r CAIN JURISDICTION: WEATHER: SGA^/ TEMP -Cy I Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck # Ticket # % Air (in) (F) (F) (pcf) Placement Area Location l31EtrrtEa/T Wgttt Win/ �� / EG ANd �•: $iM%LJ✓Q ar a, E+60N, dao Liar 1?,6_1,vFo C,,SA4AAf7 covfo�wts� s91E IF140 RFPoQT Remarks Pj4a.,0 Qr doamn ?wmp. cwsa,.1,o-vrc,0 YS- YaRvs eF 9.2 ?OTAc w�c : o Please refer to Field Report No. 7 Inspector Laboratory Data �# Cyl. Test Field Reported Batch Data Cement Type I I —,el I Design I I Actual Mix No. Cem. lbs.) II Slo O F Ash lbs. C. agg. lbs. II •--• C. agg. lbs. 21 111 J1 C. agg. lbs. 31 11 j �! Sand Ibs.1 11 /1-2 S I Waterl 11.2 y 8 JAI Admixture) 10-1,e Other) 11 I Air Ent. (oz/cwt.)1 11 l G GZ I Water Added on Job (gals.) Field Test Methods ASTM C143 [jil ASTM C138 ASTM C1064 ® ASTM C173 ASTM C31 [g] Other Design Strength 1 1/00 v 1 Q 28 days Date Specimens Recd. Vf TiuY Max Comp. Tested Break Laboratory Code Date Cure A e Dim. Area C.F Load Str, si Set # B T e Remarks Results Reviewed By Codes for Break Types: 1 Cone © 2. Cone & Split Measurement Uncertainties: ASTM C39=Cores +/- 8% I� Test Method ASTM C39 �I =F__�F_7 ASTM C109 ASTM C617 ASTM C1231 ASTM C1019 E] f� I I� II I Other Test Results Conforming Non -Conforming Date Reviewed 3. Cone & Shear 1A 4 Shear z Split)I 5. Columnar (Split)nil I 1 awl & Associates, Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. -7UN A04ri PROJECT #' l06 —0 6 03 / PROJECT' ©ZXW)0/4 i'H� D/G�►G GfNjF_ �2 LOCATION A9A'T- �vd� LFf KRAZAN PROJECT MANAGER. �(? FIELD REPORT NO 71595 CONTRACTOR. M-'64/PS JURISDICTION A0#C7- i4A/,611! G/; S PERMIT #'�p,� 4 Y,S`cV INSPECTOR. 14,6AeA/ �SF_FL WEATHER: S'ur,/ TEMP 451 4W j'I e-1�vfi°,t Zr�v.�/ o'= .Pr-•v.rwR ce'o,�avc e'�r r..' -s PG -9 CFfr,,,fw 7— AT e.445A4,C,vT ZeOf L IS, 4e/.0 E G f» eg � 64 A Q i E, 6.5/Te /TA& 2. ; Al to ,E .gST.etl > , aG9&—C Ali. �.�riv�tc.C�iCivT /VF,aR,.�rN� Tb ,v��915/. y . 02 /.s se. /- .7"Ar DowEr s o% --,e Ne TF t 0A'- .07 '001- Se�?.eS /iv AVLAGF ,/,C� tCllfZ t ��i�/»t/6 JfTi�/G. �'L,�/sR�Fi✓cf io fct�t7ylS �i�/nr�H�.�,.�Ei �fdL i.eo.r 0,0= fRAD 1114e- 'PG.#G.C6 !iv C iters Z/iA ,aDdsN Aoc.*a/0. AGG t0larchta V.'e'*e— �%/,�,Q�4Tid.�/, �'D,vc,e�� w.9s T.fST,E,O �!2 TF_r�PE2�Tu,�E, JCK.rt� 4AfD 419 elAf? AIr.. 4NE .f4 -E'7 -0,c Q, -X CDrt eA1P-,'0x1aiv 5s9-1141ezx- - /,A's7- oe4 FiQK-n/c6 CDwc eFTE ,c�Fl�oRT /,� 9/6 -,e raexs D. r,4, CQN'rA,-*GTD,e 44j 04AGCD PAZ) ©.v 41*1f &,tIVICOICCOD Ole 14-7 1.2 Equipment/Asset Number(s) To the best of my knowledge, the abov AS WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician:� -�-� Serving the Western United States 1501 Field Report.do Re 1 Effectiv Date 5/25/05 A; Tn .,v,rt ,,,a of Fre -du ed in anv format without the writte penitis on of the client and Krazan & Associates. —KraZan & Associates Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. 16Tum/ 96W4 PROJECT #• !06 - 06 Ojr/ PROJECT OG14*,o0iG i 40ore oe- Ba-.vra�C LOCATION A02T Aovlr6L/SS KRAZAN PROJECT MANAGER. 075 Field Data Concrete I x Other CYLINDER REPORT NO 10 916 CONTRACTOR. B€RfL�si9i2 J��iGG/�S PERMIT NO e5 -,z; doe" INSPECTOR: �tinl� SF—�G JURISDICTION. WEATHER: Stan/ TEMP - Supplier I /e-APCIO 141, 0 *j+f I Plant No. I 3 I Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck # Ticket # % Air / (in) (F) (F) (pcf) I lo- or I (o-7 F�sICY I Placement Area Location 13at1.r# cAir rvAtcs oAi ,�� ,EG 5*m,? ,,4 AT a I& IV, �KD Li)cr /ZF..t�vfoRcFwit,��vs C0Mfd'tA # S;iQ 'aa -w RFpoRT Remarks IUC60 '8t, dodo" pu#'"10. Cv,vSet�OAT,Ed Oj t/f,S#taTid'%/ YS y.4,tos eF 9.1 -*-r*& Please refer to Field Report No. 71,5 -YS - Inspector 1.5-lr.- Inspector Laboratory Data �1 Cyl. Test Field Reported Batch Data Cement Type I l " !/ Design u Actual Mix No. `,4%0&e;z3 I Cem. lbs.l II S�o 0 _ F Ash lbs.1 C. agg. lbs. I ..-. C. agg. lbs. 21 F-1 C. agg. lbs. 31 11 4 Sand lbs. I /1.2 5;-�- Water) I.2 y # __Q Admixture�� 1L 7 Other ASTM C 1231 Air Ent. (oz/cwt.) Water Added on Job (gals.) Field Test Methods ASTM C143 � ASTM C138 ASTM C1064 ® ASTM C173 ASTM C31 191 Other D Design Strength 1 4/00 0 ( Q 28 days Date Specimens Rec'd. Max Comp. Tested Break Laboratory Code Date Cure A e Dim. Area C.F Load Str, (psi)Set # B T e Remarks Results Reviewed By Codes for Break Types: 1 Cone IX Measurement Uncertainties: ASTM C39=Cores +/- 81/c 2. Cone & Split Ik IF- 7= Test Method ASTM C39 rw ASTM C 109 E] F-1 F-1 ASTM C617 a ASTM C 1231 ASTM C1019 I I I [❑ � � Other Test Results ElConforming F-INon-Conforming Date Reviewed 3. Cone & Shear 1A 4 Shear F/I 5. Columnar (Split) IU Krazan & Associates, Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. /42 -77AAI 9046 PROJ ECT #' &6-0414-71 PROJECT 04YMP14 MSF_DyuFe- G?A LOCATION. Poi27- AW4444C KRAZAN PROJECT MANAGER: FIELD REPORT NO 62072 CONTRACTOR. �ER�C/%4uf_iZ Ae,1iGG /f S JURISDICTION I-VpRT 4"ee-45 $ PERMIT #- dr'- af. * INSPECTOR. PIVN.r,6 4 i WEATHER. CGTEMP _ Aw XPiOe m e- _Z;/xPFc Tjon/ erg 4we'e4 7z �i�//YF�iecFly/fiY?� CoiY�,es�.s� Ta Si//z�� pWi� �FTi¢/L S -2 % S `� % AN,D 9 V. / . (3. 5'i �AR�S OF f er_-1i f �iG G STN i�t.zzs t�-J i,K 11n SLOG D Aer FZ,4cfo ,B� 7,eae Ae c'eVu76. ,6rtfIS ,4/,e Ceiv�i+/7,- Equipment/Asset Number(s) To the best of my knowledge, the abov WA / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: 1501 Field Report.do Technician: Serving the Western United States , Rev 1 Effective Date: 5/25/05 ol<XaZan & Associates Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. /c` _7czA/ AD06 PROJECT #• 1j06- PROJECT Dd-PROJECT GTR. LOCATION. pR T f4,y6F1_eX KRAZAN PROJECT MANAGER. ,�17 Field Data Concrete I X I Other Supplier I `xFv hIlz -e I Plant No. Slump Time Truck # Ticket # % Air (in) f os 11 ?? 11 WO(,6 11 � Y 11 3 7s CYLINDER REPORT NO 10 911 CONTRACTOR:,,eE'Rt11AA4E/t R1114APS PERMIT NO dam- DSrS��Q INSPECTOR: RWOVAt SF_ E! i, JURISDICTION: 1P7,- 4i16F1_F.f WEATHER: CL Fh/C TEMP- gel_ 3 I Site Mix Mix Air Unit Temp. Temp. Wt. (F) (F) (pcf) In® Placement Area Location FooTrAvG L�k•� fG� 3 � to S' fl tcxo ,Q, awk ro/ r//OR.4fF J>, Remarks _7.5- Y,-Ros Wle- = o. 3 8 Please refer to Field Report No. 16 ,Z O 72 - Inspector 2 Inspector r Reported Batch Data Cement Type I // I Design u Actual Mix No.IyOfoO 8® Cem. lbs.I F Ash Ibs. II C. agg. Ibs.I F-11 -1I C. agg. lbs. 2I I I I= C. agg. lbs. 3I C/ O Sand Ibs.I I t3 Ys Water) Ila --r 3eX Admixture) P-0 -7 13Y a� Other II Air Ent. (oz/cwt.) F II ! ?fit 0 Z Water Added on Job �n(� (gals.) II I=I Field Test Methods ASTM C143 F ASTM C138 F ASTM C1064 r5<] ASTM C173 F ASTM C31 [XI, Other Laboratory Data Design Strength jiygoo I @ 28 days Date Specimens Rec'd. /,? j„y Cyl. Test Field Code Date Cure I AA I xk C.F Dim. I Area IF-11 `yx $ ❑ I Max Comp. Tested Break Load Str, (psi) Set# B T e 111= Laboratory Test Method 4 Shear z I • I a$ I L�I I II F-11 -1I I I I= 0 --In 0 ASTM C39 ASTM C109 El DTA i;$ I F II I=I ASTM C617 Unl II 1= ASTM C1231 � ��❑�u❑I II I �00 ASTM C1019 0000uuol II Ior-I I� Other) I Remarks Results Reviewed By Codes for Break Types: 1 Cone � 2. Cone & Split 1K Measurement Uncertainties: ASTM C39=Cores +/- 8% Test Results Conforming Non -Conforming Date Reviewed 3. Cone & Shear 1A 4 Shear z 5. Columnar (Split) MI Q-1 IN AD'S i. sam _0 �Q "-' 1w, w e- st S',fift -eF, United client ,Tkus report may not f,epiouced any ft the lr6 perimis on,of the -cent and ICi t Z W iw 'lr TEMP' -P R it t 6-1 i 15, A, rt a A� B,A'td `k 'X7 �W AW%Om -�h _dT ,e Tbt-h to _4 W, 41 �,Z-N 3 C&h VTT�p -AX-Irrf rx� 3.1 "M "P gig =,22- A V a� ol X 'A em;, Z!Slumv- T p 0 MITIP... Temp &-y T -'s 5 _rn `F �5 Y :0.. 40bjbs " Vy", U A- l'U"Agtil _j�n -qn 1p A. W-ME'l, x_ A ti ti 471? W P" 6 S- 5*jr ky" v AdmixtureI AaAj Aa - V, "bth- a IV 3, J R Remarks li, 4; w. :"-een I WatbrAdded i- on Job k & w It, P 77 A: � - 21�1"FPPld, m= es Methods, a ;P10, 5 'P baso 'te v, N. 'A N6 `4 7 N ,Inspector Jkl MEmal5loP t '!,,r ax Design S gh Date ,Specimens " %�, TT - 4- , Ao s j UM0AWZ,A .J11 . "f, "J KRANPROJECT Yl „WEATHER: NO W' WOO j Cbao,rpng- iv W, Tt` Date -Reviewed: d 41 wl- 'Al i ton" 11!1_01�fl _�iRV! �.I,■"'AE --bar 4 Tl�'�C-39 A8TM_ 0109° 'XStWO ASTWQ1231 '73F -A MO 0 ASTWQIRT9-Ap � C X� V��gl- �odes;,for�Break 1_bbfi6 - p j, ofe4 Shear" V m "'P v _. , �,e r� T res + easure n,� t t6s lz� 1 o6idffih- �Out cwr WOO j Cbao,rpng- Date -Reviewed: d 41 V��gl- �odes;,for�Break 1_bbfi6 - p j, ofe4 Shear" V m "'P v _. , �,e r� T res + easure n,� t t6s lz� 1 o6idffih- �Out cwr gip' AAWB�g 1,- -,Tv" _, -IX 11 7 A A"2k WRRQUENT _-WEA7THER IR , aoo,!&* 41V A 7- � � ft- - 7 Tv, Mv tiAll, - E,,_ Qbth VT lie I _F pi ems.! z, -4i4gZ ]4/ eg" 4 w1lell '4 Aif tFJA i f fiSlUfh 'T "Wit, 2 Time, G Truck Ti ;r o. K'-7 rk oi JF F I �73 T . . . ......... L-0 bs T. P 7 n;1_1 it_ZW w Mmta Area 3� 6r w 47/, ;i , a � 5 j 7!10 `Water t 'g V -4, (od, _14 Watef Aicletlxon Job s } 33 - o 0 9 -F 1 di UkT, i U_` _S� Ift ;'W A T ',tA 4 ,ASTM P,� -i 5 bj Ai� 1 A�f 'M�C 138 106 A f, Or qg �-i, n sr. yo - 4 Recd -d 019Specimens '5!W PC -V A )c Z ,Com�� I Cyl s= I.... _ _m I° e. Imist- lFi(§Id- A �o & ., pe �.c E J., $�k 4 VikB ASTM C39` g '777 ua� _t6669lf6r'313*'0_ '_ 'Co hede p9p: it6�e - Cone ; �, 8 Z -11W ,.rb�_ :1 — _ T M f 06157_t,._ AS 31 it'lb, S: E71 T I'l, J,__;v Tj -AS IR� 1A g'. � Mt 0 ` E J., $�k 4 VikB ASTM C39` g ua� _t6669lf6r'313*'0_ '_ 'Co hede p9p: it6�e - Cone ; �, 8 d F ,.rb�_ :1 — _ T M f 06157_t,._ AS 31 it'lb, S: E71 T I'l, J,__;v Tj -AS IR� 1A g'. 0 ` $�k VikB _t6669lf6r'313*'0_ '_ 'Co hede p9p: it6�e - Cone ; �, 8 -4 �gh6 Ar ,.rb�_ :1 — _ = A.1 MTV tz J00A4ih;I TMze -AS IR� 1A g'. ? James Lierly 10605139-060506.pdf Page 1 € aZaZ & ASSOCIATES INC GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION EMAIL, ALL RESULTS TO CLIENT AND CCS June 5 2006 KA Project No. 106-05139 WA St. Dept. of GA E & A Svcs. James Copland PO Box 41012 Olympia, WA 98514-1012 RE. Peninsula College Science Tech. Bldg./Pt. Angeles, WA Dear Mr Copland: In accordance with your request and authorization, the following test data are presented on the following reports, which are enclosed: April 17 Concrete Report No. 10273 April 18 Concrete Report No. 10281 — Concrete Report No. 10274 April 20 Concrete Report No. 10283 April 25 Concrete Report No. 10284 April 27 Concrete Report No. 10287 May i l Field Report No. 66686 May 12 Field Report No. 66688 May 17 Field Report No. 66748 May 18 Field Report No. 66749 Referenced concrete reports and compressive strength data will be mailed following 28 -day tests, if applicable. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, Penn Seely Laboratory Manager Peninsula Division PS. pm Enclosures Cc: City of Pt. Angeles — Jim Lierly LMN Architects — Rich Johnson (email) Magnusson Klemencic — Owen Kohashi(email) Peninsula College — David Wegener (email) The Vemo Co. — Steve Parshall (email) Zenovic & Assoc. — Steve Zenovic Vemo Co. — Rodney B. With Offices Serving The Western United States 20714 State Hwy 305 NE, Suite 3C Poulsbo, Washington 98370 (360) 598-2126 Fax: (360) 598-2127 1(raZan & Associates, Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. - `S d CONTRACTOR PROJECT # la & D to 0 3/ JURISDICTION PROJECT C ZWA,;rX,o ), PERMIT #' LOCATION 4�lai-lv, tST, INSPECTOR. KRAZAN PROJECT MANAGER. N' WEATHER. FIELD REPORT NO 66884 Q�f TEMP � �L.9/t Dv l.✓.r� L s �L,9G� D�✓ �l�fE�i�'nJ/' �✓�9G Lr�' �� ,�iq�,E.2 -�`� z . 5 '72 ALf. 2 - 12, 41. T®� 7�.✓ W �'�S�«L �L.� c�� .fir �9.��X . ,�� 6� /©- 3,�5' Pfd ��.� �.��1�•✓� ,D.�r.9i� EquipmenVAsset Number(s) To the best of my knowledge, the abov WAS WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: v Serving the Western United States 1501 Field Report.do Re 1 Effectiv Date 5/25/05 if JURISDICTION'! Ae. LOCATION S#' L IN 7 W- MW _,W --r-7e F__ AA AMA&A, N-Ves"4' JEE 1�2_ I �7� NY MOT X A4 TEW-1-1 N Feel J%DH. % , aO NI z OL lqnp INN ON _f w R RZOR Cement Z-1 ',Nth - AgConcrete r, - _,g, ". Ty I*- _7 f4A Actual .,v h669i9 e si _M 431"T_ 41 %�sI Ax Temp UMPu T &,p. Temp NT, V b WN Nickbt#' ;TimeT1 Ir. v b E :% Aire,- N 4,ug'PlIffit's (5 i" "AY4 W ra ARt ,q 4P_4A-ce- p'enA Amss.q, 4 '03 — , _1 1� - 1? 1 4N Ov p 51 RO OZ1. Ovr I M-4—K1A V 'a 0 _'A A V%4 19- e 5, ,4 A _P, q P A4 WV. IF ,W< 0 Ae J 5-, ;Qy mar s d6drdn'-M6�',4 Wat6t-Ad '. xm,� .,f5 z.:i Mme F ii 6 I'd, Twd�- Q nk �47 U, 03 F* 61d;Rbo ""fif S5 �q ...... .. .. .. 41, Nj_, dt _T.. Gk WC Ak AS 54, is ON,. QSr = ASTM C31 OtherPi�- --r 4, ata- Desi r1Streri V 'Maki, t! -rid -I YM" _e. k `4 'A 4-F __1 t h9t-MR-Oth W, jl jrr, A9 J, �Z_ g _F�( 6W d x Cone 4- Shear. RUT Ag E, 90MER." - 4- ;w IF- ek,Q- fIg z 4 A X7, r 7,4 IC -F RA azofAMEbA NNTR Ailu; "'ISOMR-5 NON -g- , Lfir, :jt 04 I I I 1g 1 0---' 1, � I X-1 , ME mi , x zw- 0- 7 MY 1 la,�K-NIQS- F� RJR -96�—#,t5 I'M MOr M Z gw, 'K 4 46 d, , es N W- RO ev.- -5 le.b- on sp-0454for-ahe,excluisi wsedihe� s e Spr�iou oq� f��Y,(Tmi4v*i uf!heyF!itte _1)6 s- ioivbfdwc ntakh' V%raZal"1 & Associates, Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. �z2 - !i CONTRACTOR. PROJECT #- `G7 6 0 � 0.3 I JURISDICTION PROJECT M" G. ��DiT/Oso �2 PERMIT #- LOCATIONg-7�% INSPECTOR. KRAZAN PROJECT MANAGER: r /'�, WEATHER. r FIELD REPORT NO 66879 C,Ty D� �T �,✓�fLF l ,�f2 17' T�7� 6 CTEMP W,45 -1 69,J S/ / r r171/S A91 I4S d� r GQUr SJ f0 .�/y 11-f x4lewlx /`�vL r'4S /-/�Gf.,.s• �✓�.ti� �i�itS/�G.o �,✓d ,�L �� our �/'�E�r,�dL y !'fir/G �!4,,,�, ,��o.k .y �.✓,�, s ,� %' / �i� /�'Gr�i� /.,/D /��o,0�f G r, pop . (�.� 70� 5"` o f Q�9sfmr.-✓r G✓f�L G /��S,,✓✓, /� /-5, TIFF SSL % � d U//- L S , ?�F%SG l9tl? .45"a wF I- / d kA4L C S , CvG�t rh.✓s /9,. A 44j, 7 -ZX-. �C s o f. 2 /,4 rQ -,E , G (C-) /f/ -r /:J LvW L ,:r // r 7 0//'C - f s , f-rl-?, -- 7, /YL L 1/r /< 7-,l .9/ f /°C,9 Z �� o� a /�/o%' /Z4v.vr� L odo T'a ' / � ,05'e" �<< .sr,�,�� °�.�'�,�✓� .�,�� /��.eo Ifo �"��s �,,�� Equipment/Asset Number(s) To the best of my knowledge, the aboveVMS�lbfi performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: C/ Servink the Western United States & Associates, Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. .5' 1-2— `-//D6 PROJECT #: 106 —A)603] PROJECT- LOCATION ROJECTLOCATION Dsv�EEZa�c KRAZAN PROJECT MANAGER: FIELD REPORT NO 62098 CONTRACTOR: jsscsrrpu�� e/«ios JURISDICTION PERMIT #- 4; Y a/ b INSPECTOR. /,, 7, WEATHER. 2.-c i en/ TEMP / (�/.►�%�ts✓ � �Sa�-/mss e'°1/'� i�/T� �s .r_,��►� � Gl7'�' wpoAC-/a.� Sr Z a 01ll er 4-T 4,Cr0 �� . e�L-t 7251 S 1vr /��/97� 1/�/S/ i 4 �s' ��J l�/!/�i �%6►` �" � � ��FF/'y�' �.A`j' L .�I✓ t'/.JcSG't� lV'Vf2'i7� R r$ f LIZLLS® $L4 ~ 04 i'E / /S 4ecn 46P 4444-3, 44AA4 4V,'2- '00A,122--, .N sT' Equipment/Asset Number(s) To the best of my knowledge, the abov AS / AS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: Serving the Western United States 1501 Field Report.doc Re ision 1 Effective Date: 5/25/05 a1 & Associates, Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: / `�O PROJECT#• �Gr 09.41531/ -- PROJECT OLY M� GTi� LOCATION: KRAZAN PROJECT MANAGER: S/Q COMPACTION REPORT NO 14075 CONTRACTOR:igGt�tt PERMIT NO- INSPECTOR:r/� JURISDICTION: C, /7-y e_9G f = 4. WEATHER: GT TEMP: ❑' WASHINGTON DENSOMETER ❑ SANDCONE 'NUCLEAR TEST ❑ OTHER LOCATION MAP nJ ❑ Paved Areas (circle one) Sub / Agg / Asphalt Building Pad (s) Jq—, ❑ Other ® ❑ Trenches (circle one)- Sewer / Water / Storm Drain / Utly Curve Unified Soils Classification Max Dry OptDensity Moisture Test Elevation Location(Comments) Curve Mode & Density Moist Percent Required Depth % Compaction i y,e�o 1x" //-7.1 q 3 y 6 I Map Location: Curve Test Method: This testing does not preclude the possibility that the soil or hot=mix asphalt may be loosened by future -1) tr5377 construction activities or rainfall events. The compaction tests were performed at the approximate ❑ Attached Daily Avg. Std locations and elevations shown and indicate relative compaction at those locations. Horizontal and Count Densities /—,730 vertical limits of the compacted area were determined by others. Our firm does not guarantee earthwork Daily Avg. Std�� or paving construction, nor does our work relieve the contractor's responsibility to conform to the Count moisture Gauge# (�(s` 3 approved project plans and specifications. 3 T6 the best of my knowledge, the abov AS AS NOT performed in accordance with the approved plans, specifications, and regulatory requirements Superintendent/Representative: Technic c 2,1S,r.1Nest Dakota Ave. Clovis, CA 93612 (559) 348-2200 4221 Brickell St. Ontario, CA 91761 (909) 974-4400 -1:*2 ,Coy Ave. Bakersfield, CA 93307 (661) 837-9200 1501 IY St. NW Suite 106, Auburn, WA 98002 (253) 939-2500 1025;ConeP6lm Ave. #2E, Modesto, CA 95351 (209) 572-2200 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 (360) 598-2126 e545?Pa"irolF.St. San Jose, CA 95112 (408) 2712200 19501 144* Ave. NE #F-300, Woodinville, WA 98072 (425) 485-5519 i5808,Piice Ave. Bldg. 1016, McClellan, CA 95652 (916) 564-2200 Revision 0 Effecn Date 8/16/02 BESTWAY (44 444-237,)3;, =-�Krazan & Associates, Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION "'"c./ FIELD REPORT NO 66874 DATE. S� '? 3 - b W/ CONTRACTOR. .lSr,,eSG/1WU/e - ?j` IZL/I.l' PROJECT #: �'� 0 6 0 3� JURISDICTION �'i Ty r /re PROJECT�iC �i'%�f yG %j'�/Ei0 /, /f� PERMIT #' LOCATION Y"-- INSPECTOR. 17 7: �%at" KRAZAN PROJECT MANAGER. Jam-% xf WEATHER. 0916 4.,- TEMP ,5Zt" �i/�i� /�i✓ ��=� f�•J Si�F % /his D.�r AS [�a��i4Gi o/2 �� . ��/..�1G.�r2 � �,-✓ G .S ��F% /,J.S ��G% /oil ZA�ed /01121 Anl,d �L L s�fiL f�✓S�iCG �ft%� r.�.� Si �� 0'�D� , / 2/,.=,-i,�•�Ti9•�sD J% "'"c./ FIELD REPORT NO 66874 DATE. S� '? 3 - b W/ CONTRACTOR. .lSr,,eSG/1WU/e - ?j` IZL/I.l' PROJECT #: �'� 0 6 0 3� JURISDICTION �'i Ty r /re PROJECT�iC �i'%�f yG %j'�/Ei0 /, /f� PERMIT #' LOCATION Y"-- INSPECTOR. 17 7: �%at" KRAZAN PROJECT MANAGER. Jam-% xf WEATHER. 0916 4.,- TEMP ,5Zt" �i/�i� /�i✓ ��=� f�•J Si�F % /his D.�r AS [�a��i4Gi o/2 �� . ��/..�1G.�r2 � �,-✓ G .S ��F% /,J.S ��G% /oil ZA�ed /01121 Anl,d �L L s�fiL f�✓S�iCG �ft%� r.�.� Si �� 0'�D� , / 2/,.=,-i,�•�Ti9•�sD Equipment/Asset Number(s) To the best of my knowledge, the abov WA / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: V --- --- ..7_ - T17 s T T.,. 4-4 James Lierly 10605139-060506.pdf Page 11; ld FIELD REPORT NO WK aZan & Associates, Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. CONTRACTOR: //p'yp0 /I PROJECT #- /Dl — OS/e3�I JURISDICTION- Rr dNit ZZX PROJECT JC/FHGF AND 2Z�Ny 64k' 4?6li .—...._.__.___--_-.._ FIELD REPORT NO &Associates, Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. / 7 00441" 024W CONTRACTOR: bl�701v PROJECT # /deo-(i5�/.� i JURISDICTION nrx 7, 4 eA �% /9N�ELdJ PROJECT PERMIT #- ao 16 xk LOCATION: INSPECTOR: /PEiV.Al JEE04-1 KRAZAN PROJECT MANAGER:_WEATHER: CG1-'r.4,oe TEMP 74) -,S e" 3< re o,�e LEI/, L a �1G4g onr joEGAr A e s'PiAe c o!gvvo x /..2 A offieF ,- 4? �o L . 9. a � /A e. GJ. /-rl_ sf /,y �Gs9c r' ABoyE e,0,A1 4,, 7" 0A1 FC —.C5 Aa 0" E-P"AIC ©. f�ohAse4fi ,40 S s�H/ r diAGt_., -9-' - Bss��Anr B�.es AGay� 9, o? zi.+�x 4 �C AZI944 /97 D -G. A.,e iAB[.E .-1 %�7tVii /0. SY12. <.vr��c.£rt�.S.�T LosvFoRom %V ST.ectG7N2r1L /,.�.4u�eN� 5 AND ,,F 7 2 /4 7a Tel -C 6EdT mf 44, J AlveW6,f DG.E. EquipmenVAsset Number(s) To the best of my knowledge. the abo e WAS WAS NOT performed in accordance with the approved plans, specifications. and regulatory requirements. Superintendent/Representative: Technician . Serving the Western United States I501 FY<Id Rcpon.du R. 1 Effcel Un 525N5 ..... .... ......n .....�,..., iw Ix• Th. rrrv. M nxlirn rmx ihnM wrn rcr if the h nd Kr &A,— �iJames Lierly 10605139-060506.pdf_.__ � Jt MZa M & Associates, Inc FIELD REPORT NO- GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. PROJECT #- 12 PROJECT �G . S G //L'h/G� / % r'CL1✓��.�' LOCATION: /.5 2 /G L.9U�iDSr i2/ ./GG'r%' KRAZAN PROJECT MANAGER: CONTRACTOR: O a JURISDICTION PERMIT #- G INSPECTOR: WEATHER: 4% Z' TEMP b/.c�� Z,�i✓� /` i'✓y /�� i I�'?/lis /�fi/ c�v -✓ /`W.E.�c.?vim i v/c' ts/�.iC G/G j��b�'AL S%/=/'l A.-J,�' G✓��L,�i.fJ G �z11,C4 9ZI1, Di✓ 2-42 L L(%L �,� Jrli,/g'' "./m A/�.f r. T..i /s'; 6 %/7 ..{�jL � y ,.c.✓JA`J 1/L�a_' L 1,/.S /�L ti't ,,� /,rL f,1r/G- L9.✓/J�%�.S`/eJ�.�= .d/'' f=%J�.c /—'�r�i'�--� lJ/i 4 /% 2 Lt'l Ze Ds" QL ,dc r�r� �� S✓ /� /r?. A�✓r� Sl�r�/sic vG✓ ; 3 --'3.3 / 0.2 2 L -'/LL l✓FL�7�' �G,��=,0 �:Q �L.9�..r A•✓D �v ��✓✓_=, Equipment/Asset Number(s) To the best of my knowledge, the abo1140/ WAS NOT performed in accordance with the approved plans specifications, and regulatory requirements Superintendent/Representative: Technician: U Serving the Western United States r501 FIeIARrp dot R. I F,tI Da 5125/05 I'— AMm moon rrtrrolm fn ft, + Iv if IM Thi rmrl Iml h .1.A h — Ihn th I mi of th c,, alai Kivu i AI, "o o" b A4 4. 'CRA - A 4), Inc- V A Al , _530 Fli !RT N 1 ,GEbT v '`f CONSRUCTIONTESTING _AND ',INS WR i V 55 CONTRA 7" P R Od No, T, 'W(' PERMITNGY -fec n a INSRECTOR, 'O C �T PROJE ",k JURIS- -C 10 � 6�_k p0l,,QCMT,104-4 ECTINMANAGER'.-, - 'T pz -tg W-1 XRA ZA WN,PROJ -,HER U71 . I kvl_ ms E impUfle v Xm IRV "0 � op't, 95 P c t"T '8iiwl. u p P-1 0, 'i3h, it� r Slump =Temp: -"To -%Wtl p, PAshIft'l 'TT, i Mb Thk k Ticket h F-%; 71�111,__, i�F .lbs`- , b "Ago, ME, _ PVT� 2 4. 1�10 4 go P_ IT rd b6h__0�fl` "I 4- 2� V q 0 E ALM, a saw, .1wo!W__w M. S_A M nm o'am C 41 grym ge, PIN Ad R X� MIN all M_ s� Pw, Ul e -1 'R E P A-, b F 'Y :s rev t5,A Z, q w WOU 7 �A! Wa o 4 1-4- r I M�, - V, tg s StAIM Re ort No �JO T -73111� T_ �0,64A T 11,y -h 4__ Lt�'f7 ,=>y A- r A 7 EMN gm l4ni L AI ra- T T77- —51 ALI L2� � i zl- ll� SIM' [77 -- . .... Eli pr iv—Z € to : �� poi �� $„ A FI 7- �!6 A., & T4 VO* Remarks ZIw 41 ��Pdtd.fflldviewe_,,, 4bA sa 'if Am it, Codes for e1 Gone : n`t : r1 2'Cohe 4 c Shear I W T 11,y -h 4__ Lt�'f7 ,=>y A- r A James Li&ly�- 10605139-060506.pdf Z & Associates, Inc UNG ENVIRONMENTAL ENGINEERING ANO INSPECTION '2 G CONTRACTOR: -7 C FIELD REPORT NO - I James Lierly 10605139-060506.pdf Page 71 i f �• 20714 State Hwy 305 N E. Suite 3C Poulsbo, WA 98370 (360)-598-2126 r Cyl. Code P10336 pour Date 4/27/2006 Report No. 10287 .Jurisdiction CITY OF PORT ANGELES Permit No. 61648 ALLEGE Engineer 3, WA Architect I F GA Contractor VEMO mJames Lierly 10605139-060506.pdf Krazan & Associates, Inc. 20714 State Hwy 305 N.E. Suite 3C Poulsbo, WA 98370 (360)-598-2126 Project No. 106-05139 Cyl. Code P10303 Pour Date 4/25/2006 Report No. 10284 Weather CLEAR Jurisdiction PORT ANGELES Permit No. 61648 Project PENINSULA COLLEGE Engineer Location PORT ANGELES WA Architect Client WA ST DEPT OF GA contractor VEMO Field Data Site Mix Reported Batch Data Supplier ANGELES Plant No. 1 Cement Type I I I Concrete X Mortar Grout Flex Beams Design Actual X Prisms Grouted Ungrouted Other Mix No. C4055#2 Cone. Air Cem.lbs. 514 Temp. Temp. Unit F Ash lbs. 123 Time Truck # Ticket # % Air Slump (F) (F) Wt. 8:55 A60 11245 NA 6.75 67 55 NR C. agg. lbs. C. agg. lbs. 2 1938 C. agg. lbs. 3 Sand Its. 1234 — — -- — — ---- water 29 0 GAL _ Placement Area Admixture POLY 49 8 OZ Footings Walls Columns Grade Beams Other N534 49 8 OZ Slab/Deck Slab Pilings Other X Air Ent (ozlcwt) Grids TECHNOLOGY BUILDING LEVEL 2,14 D.5 -J RESTEEL- CONFORMS, FR66469 4/24/06M SAMPLED AT H.7 & 2.5 Water Added on 10 Job (gals.) Remarks PLACED BY BOOM PUMP VIBRATED 45 OF 108 Items Inspected YARDS TOTAL Conforming x Inspector PENN SEELY Reviewed By (Y� Ck Non -Conforming Laboratory Data Design Strength 4000 Date Specimens Recd. 4/26/06 Cyl. Test Dia Length Max. Comp. Tested Break Test Method Code Date Age Dim. Area Load Str (psi) Set # By Type P10303- 5/2/2006 7 6X12 28.18 134745 4 780 TMA 4 ASTM C39x P10303- 5/23/2006 28 6X12 28.23 152225 5 390 TMA 4 C-1231 ?C P10303- 5/23/2006 28 6X12 28.23 155265 5,560 TMA 3 Other P10303- 5/23/2006 28 6X12 28.23 153745 5 450 TMA 3 —. P10303- Compressive K P10303- Flexural P10303 - Test Results P10303 - Conforming x Remarks FR#66471 Non -Conforming Results Reviewed By " Date Reviewed Codes for Break Types: 1 Cone® 2. Cone & Split 3. Cone & Shear ® 4. Shear a 5. Columnar (Split) 03101 Re 1 Effwtne Date 11/15/02 #James Lierly 10605139-060506.pdf __.._ .._.___. ___.......�_ m __.._ _.. _. �r.Page 5� Krazan & Associates, Inc. 20714 State Hwy 305 N.E. Suite 3C Poulsbo WA 98370 (360)-598-2126 Project No. 106-05139 Cyl. Code P10286 Pour Date 4/20/2006 Report No. 10283 Weather OVERCAST .jurisdiction CITY OF PORT ANGELES Permit No. 61648 Project PENINSULA COLLEGE Engineer Location PORT ANGELES WA Architect Client WA ST DEPT OF GA Contractor VEMO Field Data supplier ANGELES Concrete X Mortar Prisms Grouted Site Mix Plant No. 1 Grout Flex Beams Ungrouted Other Conc. Air Temp. Temp. Unit Time Truck # Ticket # % Air Slump (F) (F) wt. 12:20 A39 11187 60 70 59 Placement Area Footings Walls Columns Grade Beams Slab/Deck X Slab Pilings Other Grids SCIENCE BLDG ROOF SLAB ON DECK B -J 9-12 SAMPLED AT B.3 TO C 9 3 Remarks PLACED BY BOOM PUMP VIBRATED 144 OF 153 YARDS TOTAL W/C 40 Inspector PENN SEELY Laboratory Data Cyl. Test Dia Cement Type 1 11 Code Date Age Dim. P10286- 4/27/2006 7 6X12 P10286- 5118/2006 28 6X12 P10286- 5/18/2006 28 6X12 P10286- 5/18/2006 28 6X12 P10286- P10286- P10286- P10286 - Remarks FR#66345 Results Reviewed By Codes for Break Types: 03101 Re i Effective Dale 11/15/02 Reported Batch Data Cement Type 1 11 Design Actual X Mix No. C4055#2 Cam. lbs. 503 F Ash lbs. 128 C. agg. lbs. Str (psi) C. agg. lbs. 2 1953 C. agg. lbs. 3 28.27 Sand lbs. 1234 Water 29.2 GAL Admixture P997 49 8 OZ Other N534 66 70Z Air Ent. (ozlcwt) 4 Water Added on 10 Job (gals.) Items Inspected Conforming X Reviewed By �" [ Non -Conforming Test Results Conforming x Non -Conforming Date Reviewed 11-T ...... 1 Cone ® 2. Cone & Split 11 3. Cone & Shear ® 4. Shear a 5. Columnar (Split) a Design Strength 4000 Date Specimens Recd. 4/21/06 Length Max. Comp. Tested Break Test Method Area Load Str (psi) Set # By Type 28.27 133240 4 710 JSD 1 ASTM C39 K 28.20 166800 5,920 TMA 4 C4231 28.20 176280 6,250 TMA 1 Other 28.20 171540 6 080 TMA 1 _ Compressive )( Flexural Test Results Conforming x Non -Conforming Date Reviewed 11-T ...... 1 Cone ® 2. Cone & Split 11 3. Cone & Shear ® 4. Shear a 5. Columnar (Split) a nab flop "i n'LL i - SO CH j rj WEY ibN'_�16f 4" -7, 0 IE' UR AT -0 s' 4A, bNox T A T� PERMIT-i.N& $: 'PROJECT . . .. ...... in 'tP "'A An. ®r_ R I S EA.CT I -y' T, x OEC �WEATHER; JKRAZVANRBJTWANAGEM _Air ln�,,� A— I !Reported`h pt f4 I "C7, Mel Irct T17 7, pel A LISP ou L021 Za ............ . 4AW AWE O!nt L Kw 'A - Time #q-,k T b f,* �k f -AW hilb6 , 4 t. SE—vo I AL IN -f" _,�w --og" P AAAA 46--1 x b p A W. POT, P% -air m MIT v -5 — Its 9wT,wTj Av AL, Elm. 1002 RN NZ lop 'A ' it dMi Grg! 17 & AN fir~', "F e� WITs 10 4, MIR All j: ,r-i kA 4'0' 4 gem _4, Q& REM! 01 ,'z, JOEL NO N �Ir,_11,1� , - Imm 4nd — ef"rA ", _ i f & A,' S k, Y a i 40 Of� I......... . o q ' .+,g t- wo At NIP A 7, sn" 1 q p-1-4 �7v "SKI, W E),th "J" 37 �,i, MNX71,,�,M n 749P 210 MAN 7�v d, Vow I EW, games LierlF 10605139-660506.pdf� Krazan & Associates, Inc. 20714 State Hwy 305 N.E. Suite 3C Poulsbo WA 98370 (360)-598-2126 Project No. 106-05139 Cyl. Code P10271 Pour Date 4/18/2006 Report No. 10281 Weather OVERCAST Jurisdiction CITY OF PORT ANGELES Permit No. 61648 Date Project PENINSULA COLLEGE Engineer 4/25/2006 7 6X12 Location PORT ANGELES WA Architect 28 6X12 P10271 Client WA ST DEPT OF GA Contractor VEMO P10271 Field Data Site Mix Reported Batch Data Supplier ANGELES Plant No. 1 Cement Type I I I Load Concrete X Mortar Grout Flex Beams Design Actual X Prisms Grouted Ungrouted Other Mix No. C4055#2 4 Conc. Air Cem.lbs. 501 5,810 Temp. Temp. Unit F Ash lbs. 128 Time Truck # Ticket # % Air Slump (F) (F) Wt. 5 930 TMA 12:20 A60 11125 N/A 6.25 71 56 NR C. agg. lbs. 165510 5 870 TMA C. agg. lbs. 2 1933 C. agg. lbs. 3 Compressive X Sand Its. 1239 -- - ---- - -- Water 29 3 GAL Placement Area Admixture P997 50 OZ Footings Walls Columns Grade Beams Other Slab/Deck Slab X Pilings Other Air Ent. (oz/cwt.) Grids LVL 2 SLAB ON DECK B TO J 9 TO 12. SAMPLED AT D.5 TO E, --- --- 10, 5, SEE FR 66155 FOR REINFORCEMENT Water Added on 7 Job (gals.) Remarks PLACED BY BOOM PUMP AND HOSE 126 OF 187 items Inspected YARDS W/C 40 Inspector PENN SEELY Laboratory Data Cyl. Test Dia Code Date Age Dim P10271 4/25/2006 7 6X12 P10271 5/16/2006 28 6X12 P10271 5/16/2006 28 6X12 P10271 5/16/2006 28 6X12 P10271 P10271 P10271 P10271 Remarks FR#66155 Results Reviewed By i"? Codes for Break Types: 03101 Re 1 Effective Date 11/15/02 Test Results Conforming X Non -Conforming Date Reviewed SUL W. 1 1 Cone ® 2. Cone & Split 11 3. Cone & Shear ® 4Shear a 5. Columnar (Split) 'F Conforming X Reviewed By Non -Conforming Design Strength 4000 Date Specimens Recd. 4/19/06 Length Max. Comp. Tested Break Test Method Area Load Str (psi) Set # By Type 28.27 128220 4 540 JSD 4 ASTM C39 )C 2818 163835 5,810 TMA 4 C-1231 yC 2818 167185 5 930 TMA 4 Other 28.18 165510 5 870 TMA 4 Compressive X Flexural Test Results Conforming X Non -Conforming Date Reviewed SUL W. 1 1 Cone ® 2. Cone & Split 11 3. Cone & Shear ® 4Shear a 5. Columnar (Split) 'F ,qp__,ierly_10605139-060506. df age James le Iv 10605139-060506.pdf Page 2 11 20714 State Hwy 305 N E. Suite 3C Poulsbo, WA 98370 (360)-598-2126 :yl. Code P10273 Pour Date 4/17/2006 Report No. 10273 ,jurisdiction CITY OF PORT ANGELES Permit No. 61648 _LEGE Engineer WA Architect GA Contractor VEMO Site Mix Reported Batch Data Plant No. 1 Cement Type Desian 4ctual. g f r k, S z vi qgv 1-i'Aff 71 T] 5TING -Z;c. A -s,--Ol, j1pNod �!'-'ND�-�INSPEC-TION6,i;,. vx -I'DATE -:1 C- 0 NT R CT Xk GP3M P TV; R., 5� 41 ,NO , - -L PROI ECT IZI 0 -4 �', I N S P 0 -aa "E' WEATHER. ka�,t� -ER ---.A "MRsR ECT MANA6 4- 'NKM A M, T 4E w", Fwwl 3, - u F i Md ffd eld�d-wBAtb'hqD-'&tA,, 1, M w- Id01tbi 4" ki o ,,ype, Other 'l F Butz 7�, TA'd Mlx"NoSu Rih -f-- yp M -A" 'Sl w IIIMR� e in p-. lerilp., A` ly"t, ](ROF 21"XI(F.), W lid qx A" N." 7�,'M kdt4, ol:.;ir. -Apt w. I "N 7W <,QNzr - 12 ;�,z� '1^> . J V vt 'No M, �,J- b 'MS, . 'p -ALA " W � L; °' F UP= y 'A'Y-o' Location. e -F tmdfl s 4, lgg_0 - VW �7-77-- Y- E VYL."El 51E IR -6 � n- s T� n o am q A_ W A�? A -k 1;�- , wo, �o "p, 'RV, sem, r-AHm* ur -S� dmiRtur P Vr Iver 5. Ht -Ogg-, -C INC. - 1 - IRS 7, 15! -1 Ell IL emark� tz- V11 --r 71 JIMI-LkIlk, uz A& � fflAAz,i f "VIV L -C INC. - 7, 15! g-, T IL emark� V11 --r 71 JIMI-LkIlk, uz A& f "VIV L -C INC. - 7, 15! g-, T n- �,,s "g fe emark� uz A& A Tgi Tgi iUy� OERR'� & �,y REPORT 4 W79 , ENVIRONMENTAL G. GEOTECHNIC/aL'- ENGINEERING CONSTRUCTIONINSPECTION= NSPECTIONt 4 ' 'p, 't - a 4� -ox e w 3Y rn- f, 'o -CON ,OATPE- PERM ITING.-l' Q �12DvJ ECT -'f 4 INSPEC W W- F I � ;;; a ap .LO • CATION HFU "APSWROJECT, MANAGE R, -__ Fiel L v, R a: 14 Data Wdata -, Reported'j'Bat& v A�L '{ter - Cement Re it Yp% _"- if -N Y ukp kn 6 Ai Actual: R., �7j '4- 0.� - Mix,N' 4- A -N, P Re' h U., 'Time= 41 LIMP, MAO'., wl _4� j Tru X, cf -F Asn lbs:ty o '7P `-2,`-."TM , C:agg lbs, - N_ NA V qt.aggHbswZ _51 V 1 44 V, V� Rl g j ce Mf jig MVW060, ;S,' T&166 '06 112 lk u, wi 00� 6 U �l J & watery ;ga P, ? EllA L -.PthL- o, M t - �o -1 Sys:.. . ..... R, A' Afro-nt,fflV.'; a , 51, W"-:s10L _2 k ,,,e, �44 i3, E --a 7- 3W, 4! *01 v-, �7rcJIr R11 'tWv. a te rvAd a e a o W �o 15 `2' Irl� --Z-AN; �Z, 0 .44,6 . . . . . . . . . . . . . gal �q Jo A, v P.5 ryw4 "W", � si, "7 �jAki. ep R, 46§ i K?� -jil J t. i r. 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