Loading...
HomeMy WebLinkAboutCOM2008-00148 - COM Engineering / Geo-Tech Reports - 1/27/2009 �� aZari & ASSOCIATES , INC . CHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING - I ��%� I(;L� CONSTRUCTION TESTING & INSPECTION W Cory) - �) C r November 18,2008 KA Project No.: 106-07228 Permit No.:COM 2 7-00058 Mason County Public Works Department Attn: Charles Butros P.O.Box 1850 Shelton,WA 98584 ` RE: Mason County Public Work&Maintenance Facility Dear Mr.Butros: - In accordance with your request and authorization,the following test data are presented on the following reports, which are enclosed: November 3 Concrete Report No.34875—May Field Report No.096079 Field Report No.096142 November 10 Field Report No.096808 Concrete Report No.33445—7 day 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: Helix Design Group-Bjorn Gilje(email) Skillings-Connolly—Bryan Ewing PCs Structural Solutions—Gary Becker(email) Rognlins Inc.—Bryce (mail) Washington Construction Services—Ken Hawk(email) Client-email With Offices Serving The Western United States 20714 State Hwy. 305 NE,Suite 3C•Poulsbo,Washington 98370 9(360)598-2126•Fax: (360)598-2127 Krazan & Associates, Inc. 1230 Finn Hill Rd NW Suite A, Poulsbo, WA 98370 (360)-598-2126 Project No. 106-07228 Cyl. Code P15679 Pour Date 11/3/2008 Report No. 34875 Weather OC/RAIN Jurisdiction MASON COUNTY Permit No. COM2007-00061 - _j(AC. Project MASON COUNTY PUBLIC WORKS Engineer J Location MASON COUNTY Architect Client ROGLINE contractor ROGLINE Field Data Site Mix Reported Batch Data supplier MILES Plant No. 208 Cement Type ASH GROVE 1-11 Concrete X Mortar Grout Flex Beams Design Actual X Prisms Grouted Ungrouted Other Mix No. - 1500 Conc. Air Cem.lbs. - 470 Temp. Temp. Unit F.Ash lbs. - - Time Truck# Ticket# %Air Slump (F) (F) Wt. 1:15 M085 141511 - 4 61 56 - C.agg.lbs. -C.agg.lbs.2 - - C.agg.lbs.3 - 1 860 Sand lbs. - 1525 -- Water - 260 Placement Area iAdmixture - - Footings Walls Columns Grade Beams Other - - Slab/Deck Slab Pilings Other Air Ent.(oz/cwt.) - - Grids BLDG 4B FOOTINGS LINES A AND B - - Water Added on Job(gals.) Field Test Methods Remarks PLACED BY CHUTE - MECH CONSOL SAMPLED AT ASTM C143 ❑ ASTM C138 ❑. 10 YDS OF TOTAL W/C .45 ASTM C1064 El ASTM C173 ❑ ASTM C31 ❑ Other Inspector BILL UGOLINI Reviewed By Laboratory Data Design Strength 3000 Date Specimens Rec'd. 11/4/2008 Cyi. Test Dia Length Max. Comp. Tested Break Lab Test Method Code Date Age Dim. Area Load Str.(psi) Set# By Type ASTM C39 P15679- 11/10/08 7 4X8 12.63 38775 3,070 IF 2 ASTM C109 ❑ P15679- ASTM C617 [� ASTM C1231 ❑ P15679- ASTM C1019 ❑ P15679- Other P15679- A' Compressive P15679- Flexural P 15679 -— - P15679- Test Results Remarks FR 096142 Conforming Non-Conforming Results Reviewed By - Date Reviewed //le Codes for Break Types: 1. Cone 2.Cone&Split 3. Cone& Shear 4.Shear 5.Columnar(Split) � A FIELD REPORT NO: 096142 & Associates , Inc . GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: l� r(:n 71 CONTRACTOR: PROJECT#: lle6-0 1_71 I--,?- d JURISDICTION: 'IYIAS C'r7 PROJECT: MeO/-,J e--d PERMIT#i5j9,WoZ00'?- 0061 1_/1_�6 IL a LOCATION: INSPECTOR: 61<L tl All--' KRAZAN PROJECT MANAGER: '+,TYh� WEATHER: QG�iF 4i/`1 TEMP: -Li cv r��C_.�'�'c_ P/�>v�� �Y l:i�U i� �J,D i'�/'3�"� ✓�tJ i�r�G�Y �-- /� e,T O �� 7��= L/f /.�i0 /�' i�i �, � ��, /✓C.0 Jul�'eat' Equipment/Asset Number(s): To the best of my knowledge,the abovOW/-WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: I r n Serving the Western United States This field report indicates our inspector's observation and testing results based on the site condition and contractor's activities.This information is subject to review prior to final sub i r By signing this report,our inspector does not accept responsibility for validity of results.Some information on this report has been provided by others on site. 1 Revision 2 Ir 1502 Field.Report.duc Effective Date:11/15/07 Id�j�,. FIELD REPORT NO: 096808 .K aZM & Associates , Inc . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: CONTRACTOR: PROJECT#: 1CXe-n-722`b JURISDICTION: PROJECT. PW PERMIT#:;)Z2o4_--t --oc-�ogZ LOCATION: INSPECTOR: Cd-1R,\5 gLLgGr KRAZAN PROJECT MANAGER: ),i� WEATHER: o�Fu., T TEMP: A T-XwF�0 e-4,zQS IT F t✓o� Iwsbl�CCS toN J� E c1br.Y 6ok-T Cr>�G PTTt- F O Q gL`a y P�, ?A fX,.. 1—:S G M. CONc.QC�TVi 13Y MILnS M1*1, A :n�L A -rtry-A4. a G 4 Y,aefls cc.-)cig Tr IF- was pt_�z> ;3v TacxC CROM Atv c:> ✓J B+'ATE-c> Only ► c't vJAS -7-ptKEN AT-4�z_-> T"QSTr t7 Poz .S+_L>rwP A-0 TV kAPEe,a1r.>2 1r _ Cr0g=rr- dyA rz .s&T d F ro V 2_ 44-e F&e LAE, -M51)Ntz _5FL CP-*VS314L1.5__ COA,)}2 'D� ?1_AG.rD 'A -mrAL Sly tt HDLIt S. E PC>J,Y o t W I-) Wttb kt LT t ►rr 16�> ctiP OP-1-E 0 2-1-t q- A L . HbLXs 9L6W1,,1 , t3t2Jrz*lef:�l, ,Arm 7"V,> t,3LOU)J A&A�r 4 -JLL' k«_r5 W tr eg C.t,ir—11 , Ia f of OF 8�15 + A... MoiST�z� AL% E?o,LY BGLTs ?LPZ. O PwZ H%LTi 1So- Equipment/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: Technicia . Serving the Western United States This field report indicates our inspector's observation and testing results based on the site condition and contractor's activities.This information is subject to review prior to final su I. By signing this report,our inspector does not accept responsibility for validity of results.Some information on this report has been provided by others on site. Revision 2 1502 Field Repori.doc Effective Date:11/15/07 Krazan & Associates, Inc. 1230 Finn Hill Rd NW Suite A, Poulsbo, WA 98370 (360)-598-2126 Project No. 106-07228 Cyl.Code P15732 Pour Date 11/10/2008 Report No. 33445 Weather OVERCAST Jurisdiction MASON COUNTY Permit No. FIR20070042 Project MASON CO PW Engineer Location MASON COUNTY Architect Client Contractor ROGLINS Field Data Site Mix Reported Batch Data Supplier MILES Plant No. 208 cement Type I / II Concrete X Mortar Grout Flex Beams Design Actual X Prisms Grouted Ungrouted Other Mix No. 0150A Conc. Air Cem.lbs. 470 Temp. Temp. Unit F.Ash lbs. - Time Truck# Ticket# %Air Slump (F) (F) Wt. 10:50 1227 141599 - 4" 63 55 - C.agg.lbs. 1836 C.agg.lbs.2 - C.agg.lbs.3 - Sand lbs. 1355 -- Water 25 GAL Placement Area 3 OZ Admixture Footings Walls Columns Grade Beams Other - Slab/Deck Slab Pilings Other Air Ent.(oz/cwt.) - Grids BLDG 4B PADS 1-3, E-M; SAMPLED AT G-3 — Water Added on Job(gals.) 5 r Field Test Methods Remarks PLACED BY CHUTE, CONSOL BY VIBRATION; ASTM C143 ❑ ASTM C138 ❑ SAMPLED 4 OF 4YDS; W/C= .45 ASTM C1064 ❑ ASTM C173 ❑ ASTM C31 ❑ Other ---- - inspector C ALLBEE Reviewed By,/;/ Laboratory Data Design Strength 3000 Date Specimens Rec'd. 11/12/2008 Cyl. Test Dia Length Max. Comp. Tested Break Lab Test Method Code Date Age Dim. Area Load Str.(psi) Set# By Type ASTM C39 P15732- 11/17/08 7 4X8 12.60 42010 3,330 IBF 1 ASTM C109 ❑ P15732- 12/08/08 28 4X8 ASTM C617 ❑ ASTM C1231 0' P15732- 12/08/08 28 4X8 ASTM C1019 ❑ P15732- 12/08/08 28 4X8 Other P15732- � Compressive P15732- Flexural P15732- P15732- Test Results Remarks Conforming Results Reviewed By C';-" Date Reviewed Non-Conforming Codes for Break Types: 1.ConeF1 2.Cone&Split 3.Cone&Shear 4. Shear 5.Columnar(Split) a __.KraZan & ASSOCIATES , INC . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION February 11,2009 KA Project No.: 106-07228 Permit No.: COM 2007-QD4� g— i HY Public Works Department Mason County P p � Attn: Charles Butros P. O.Box 1850 Shelton,WA 98584 RE: Mason County Public Work&Maintenance Facility Dear Mr.Butros: In accordance with your request and authorization,the following test data are presented on the following reports, which are enclosed: January 15 Field Report No. 89614 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, .e Penn Seely,Laboratory Manager Peninsula Division PS:pm Enclosures Cc: Helix Design Group-Bjorn Gilje(email) Skillings-Connolly—Bryan Ewing PCs Structural Solutions—Gary Becker(email) Rognlins Inc.—Bryce (mail) Washington Construction Services—Ken Hawk(email) Client-email With Offices Serving The Western United States 1230 Finn Hill Rd NW Suite A•Poulsbo,Washington 98370•(360)598-2126 9 Fax: (360)598-2127 :LD REPORT NO: ,V,%,raZanZ & Associates , Inc . f GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING ' CONSTRUCTION TESTING AND INSPECTION ATE: _l�S D CONTRACTOR: /109"411OV S ROJECT#:-ld2r -ozzzR JURISDICTION.IV,pfbw G'LY1.y4 ROJECT,IA1&ur�0�'' � PERMIT#: 2007- &056 DCATION:,�D+D BL«GcJ0 7>aP�l� INSPECTOR: Z7ANffs RAZAN PROJECT MANAGER: _G� /� WEATHER:p�/ i4I� TEMP:,f7� //2/SP�'C T-o� ©•so sry-� �s �'c.�s�'.tXicFD ,���N C'©/�-�c�"� ', � .,L i i�y.r a �'i>•T'�.t�w< ^�i�rr—G�.o �l0 Gar'//V6 K-JTd L� H i p�v �IA�r®� ��.�� �.o�.�r��a/vc�' 8u�czvwG .c�=Y Op�•v,�3.�ys ve"h e«�rrzra /1gs7-.tee XGey_-.d"yG 7).8.v oovy .s - ,�1G�S' vrT�fC �U/G4�NG �SY 70$ �o3S' tr//��v�����.Qs:�'7•�•z.? - I ne u/'�•eE' /.� A v l�iw T'e6•17e_COi 40 Z)0 sar✓ .C�i�/.a�a'it/> �.45 �ivsT•��rfao _ 4 ���,'/,U�2�/n� i✓f�`.�.2.rJc'i�vG A-r- GI/'iN,O ;2KQGZ:e; G Gtl'.4SOd�t�s�GfTF.� S - �/�/dQ a'v!lG.cJ �rJ !/IrY/�e rc.G.v v _( Drc�'Ties�L'��•e > Ptt�Gv�rs�64 ��GTi•Lo� •R ��'s ���CxPr iivs��e�r®ale o�v ��Tf �s ���w��e�,ca if r ► 2 Equipment/Asset Number(s): To the best of my knowledge,the abov NSA WAS NOT performed in accordance with the approved plans,specifications,and regulatory requl menu. Superintendent/Representative: Tec Icia Serving the Western United States Revision 1 1501 Field Report.doc Effective Date:525/05 a.,., 1_11hnnt thr wnnen permission of the client and Krazan&Associates. .. aZan & ASSOCIATES , INC . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION February 11, 2009 KA Project No.: 106-07228 Permit No.: COM 2007-0042 Mason County Public Works Department Attn: Charles Butros P. O.Box 1850 Shelton,WA 98584 RE: Mason County Public Work &Maintenance Facility Dear Mr.Butros: In accordance with your request and authorization,the following test data are presented on the following reports, which are enclosed: January 15 Field Report No. 89614 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: Helix Design Group-Bjorn Gilje(email) Skillings-Connolly—Bryan Ewing PCs Structural Solutions—Gary Becker(email) Rogalins Inc.—Bryce (mail) Washington Construction Services—Ken Hawk(email) Client-email With Offices Serving The Western United States 1230 Finn Hill Rd NW Suite A•Poulsbo,Washington 98370•(360)598-2126 9 Fax: (360)598-2127 FIELD REPORT NO: =M-AV%raZan & Associates , Inc . GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION )ATE: CONTRACTOR: 1209A14//1-S 'ROJECT JURISDICTION:/,Y,# y gZpW.A ry 'ROJECTIAJaW ( LN7idL�C&4D.e4(;, / 'Ji PERMIT#: 2G&7- e0cf2 OCATIONARO ,8L6�'LtJ��itJ�.2Jl�`� INSPECTOR: ;RAZAN PROJECT MANAGER:--.AC ` / _ W EAT HE TEMP:�,70 /�3/SP�'CTo.t ©•so srr� .s�c- �5'C.��'.tXi�F' ,asi 7'/��' ©�`x�CT� `�,e S��'oi AL ✓it/�i0�G''7«! .. icr-ewP,a e 0 c7 r'iy,0 Dom/ /Yl.9,r®� �'�ti•v�'�' 10'VW1VeS 86e44.61"✓4 .cam Y /DpF•y.�•�ys� e�fyi�lY�'� �"f!��,8��'�$�e�la�-.D /�!�>-.gG�G/•�.di�G a.8,yw�.y�s �G'.Z' v�T�fC Bts/L o/•vG �S'ys�iH �0.8 � 5✓0 3s yi/�•v���vs�.Qs 6"r'•o.�.?' o ei✓1`9'.4W,FO Gv-�.eE i.� A�ia�T'i��T�'Oico��-sa.✓� �,�i?��t.�/G .ri.4s l�vs�.b-��ao .4�A )-y-2•4/+-tom i✓ ''�.�,4ci vG Ate- � cis lives]/c.a�ad �f�'lNO/�OLl1iu-�yf .�OGTf�vG Gf/.4�L�dir�s�LaTF� AOS L!/fGG . -V CT'�� .�/C/.O � m� �'o�n/�'G'7-/Oti1 �Oas��L•9�D�v.a! ?2GidS r e-7'11" A-r ���°��,�'�SC ��""�'r�f�L'it,El� t'�.r? ��G�.r�.✓ —A6< BBc r�.v� �'.D ArX -0?>RV:7A0 f " ti Equipment/Asset Number(s): LD-nI I D the best of my knowledge,the abov<0 WAS NOT performed in accordance with the approved plans,specifications,and regulatory requl ments. uperintendent/Representative: Tec icia Serving the Western United States 1501 Field Repon.doc Revision I Effective Daze:5/25105 R. I<raZan & ASSOCIATES , INC . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION December 10,2008 KA Project No.: 106-07228 Permit No.: COM`2007-00148 Building 4B ems, Mason County Public Works Department Attn: Charles Butros P.O.Box 1850 LL& Shelton,WA 98584 RE: Mason County Public Work&Maintenance Facility Dear Mr.Butros: In accordance with your request and authorization,the following test data are presented on the following reports, which are enclosed: November 3 Concrete Report No. 34875 November 10 Concrete Report No. 33445 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, J'�lirw� Penn Seely,Laboratory Manager Peninsula Division PS: pm Enclosures Cc: Helix Design Group-Bjorn Gilje(email) Skillings-Connolly—Bryan Ewing PCs Structural Solutions—Gary Becker(email) Rognlins Inc.—Bryce (mail) Washington Construction Services—Ken Hawk(email) Client-email With Offices Serving The Western United States 20714 State Hwy. 305 NE,Suite 3C•Poulsbo,Washington 98370 9(360)598-2126•Fax: (360)598-2127 Krazan & Associates, Inc. 1230 Finn Hill Rd NW Suite A, Poulsbo, WA 98370 (360)-598-2126 Project No. 106-07228 Cyl.Code P15732 Pour Date 11/10/2008 Report No. 33445 Permit No. weather OVERCAST JurisdictionMASON COUNTY 70042 O E Project MASON CO PW Engineer Location MASON COUNTY Architect Client Contractor ROGLINS Field Data Site Mix Reported Batch Data Supplier MILES Plant No. 208 Cement Type I Concrete X Mortar Grout Flex Beams Design Actual X i Prisms Grouted Ungrouted Other Mix No. 0150A Conc. Air Cem.lbs. 470 Temp. Temp. Unit F.Ash lbs. - Time Truck# Ticket# %Air Slump (F) (F) Wt. 10'.50 1227 141599 - 4" 63 55 - C.agg.lbs. 1836 C.agg.lbs.2 - C.agg.lbs.3 - sand lbs. 1355 — water 25 GAL rPlacement Area Admixture 3 OZ Footings Walls Columns Grade Beams Other - Slab/Deck Slab Pilings Other Air Ent.(oz/cwt.) - Grids BLDG 4B PADS 1-3, E-M; SAMPLED AT G-3 Water Added on Job(gals.) 5 Field Test Methods Remarks PLACED BY CHUTE, CONSOL BY VIBRATION; ASTM C143 ® ASTM C138 ❑ SAMPLED 4 OF 4YDS; W/C= .45 ASTM C ® ASTM C173 ❑ ASTM C31 ® Other Inspector C ALLBEE Reviewed By Laboratory Data Design Strength 3000 Date Specimens Rec'd. 11/12/2008 Cyl. Test Dia Length Max. Comp. Tested Break Lab Test Method Code Date Age Dim. Area Load Str. (psi) Set# By Type ASTM C39 P15732- 11/17/08 7 4X8 12.60 42010 3,330 IBF 1 ASTM C109 ❑ P15732- 12/08/08 28 4X8 12.61 54805 4,350 IBF 1 ASTM C ASTM C1231 A❑ 23 P15732- 12/08/08 28 4X8 12.61 55790 4,420 IBF 1 ASTM C1019 ❑ ,P15732- 12/08/08 28 4X8 12.61 55300 4,390 IBF 1 Other P15732- -` --" X Compressive P15732- Flexural P15732- P15732- Test Results Conforming Remarks FR# 096808 Non-Conforming Results Reviewed By t Date Reviewed q. Codes for Break Types: 1. Cone 2. Cone&Split E 3. Cone& Shear R 4. Shear 5. Columnar(Split) Krazan & Associates, Inc. 1230 Finn Hill Rd NW Suite A, Poulsbo, WA 98370 (360)-598-2126 _` Project No. 106-07228 Cyl. Code P15679 Pour Date 11/3/2008 Report No. 34875 weather OC/RAIN Jurisdiction MASON COUNTY Permit No. COM2007-00061 Project MASON COUNTY PUBLIC WORKS Engineer Location MASON COUNTY Architect client ROGNUNS contractor ROGNLINS Field Data Site Mix Reported Batch Data Supplier MILES Plant No. 208 Cement Type ASH GROVE 1-II Concrete X Mortar Grout Flex Beams Design Actual X Prisms Grouted Ungrouted Other Mix No. - 1500 Conc. Air Cem.lbs. - 470 Temp. Temp. Unit Time Truck# Ticket# %Air Slump (F) (F) Wt. F.Ash lbs. - - 1.15 M085 141511 - 4 61 56 - C.agg.lbs. -C.agg.lbs.2 - - C.agg.lbs.3 - 1860 = Sand lbs. - 1525 _ -- - - -Placement Area Water - 260- Admixture - - Footings Walls Columns Grade Beams Other - - Slab/Deck Slab Pilings Other Air Ent.(ozlcwt.) - - Grids BLDG 4B FOOTINGS LINES A AND B -___- __ _- _ _ Water Added on Job(gals.) Field Test Methods Remarks PLACED BY CHUTE - MECH CONSOL SAMPLED AT ASTM C143 M ASTM C138 ❑ 10 YDS OF TOTAL W/C .45 ASTM C1064 ® ASTM C173 El ASTM C31 ® Other ----- --- -- -- Inspector B UGOLINI Reviewed By Laboratory Data Design Strength 3000 Date Specimens Rec'd. 11/4/2008 Cyl. Test Dia Length Max. Comp. Tested Break Lab Test Method Code Date Age Dim. Area Load Str. (psi) Set# By Type ASTM C39 P15679- 11/10/08 7 4X8 12.63 38775 3,070 IBF 2 ASTM C109 ❑ P15679- 12/01/08 28 4X8 12.63 66860 5,290 IBF 1 ASTM C617 ❑k ASTM C1231 P15679- 12/01/08 28 4X8 12.63 60760 4,810 IBF 1 ASTM C1019 ❑ P15679- 12/01/08 28 4X8 12.63 63810 5,050 IBF 1 Other P15679- Compressive P 15679- Flexural P15679- -- - - - - -- - I P15679- Test Results Remarks FR 096142 Conforming Results Reviewed By 41 Date Reviewed Non-Conforming��L Codes for Break Types: 1.Cone 1XI 2. Cone& Split 3. Cone& Shear 4.Shear P 5. Columnar(Split) a�i� a�� =K aZaZ & ASSOCIATES , INC . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION February 11, 2009 KA Project No.: 106-07228 Permit No.: COM 2007-0042 Mason County Public Works Department Attn: Charles Butros P.O.Box 1850 Shelton,WA 98584 RE: Mason County Public Work&Maintenance Facility Dear Mr.Butros: In accordance with your request and authorization,the following test data are presented on the following reports, which are enclosed: January 15 Field Report No. 89614 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: Helix Design Group-Bjorn Gilje(email) Skillings-Connolly—Bryan Ewing - PCS Structural Solutions—Gary Becker(email) Rognlins Inc.—Bryce (mail) Washington Construction Services—Ken Hawk(email) Client-email With Offices Serving The Western United States 1230 Finn Hill Rd NW Suite A•Poulsbo,Washington 98370•(360)598-2126•Fax: (360)598-2127 A =�Krazan & Associates , Inc . FIELD REPORT NO: 8 1 GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: l z,5-O,L7 CONTRACTOR: 120gA1, oV S PROJECT#:' " - JURISDICT10N:M,#JV- y gMAW 1t►4'% MI PROJECT/ QW( PERMIT#: 2CO7- CDCf2 LOCATION:/400 INSPECTOR: fq/yzs NlgA.-Q KRAZAN PROJECT MANAGER: WEATHER TEMP:jr741 PeC 7-ea ._z ,4Pi2 Q,,,v />?A n0ev e,041,V rX I19.IV,,'r,-vT2r itlA,1yCd' 86eec.&,.,,r4 ,8-Y /Op£.v, 9A-SS �/G��' ST�fc ���L o��vG �Ss�STF� 70,8 � yo 3S' t�i/�•����v�s.Qs:6`�-.a.rc.T L!i�•eE' i.v A /ate�"'fs�T�'Oico��'sa✓ , ,c3'.�il>�t�yG' .rrooAs .Q-�A ��6'/A.�2.vM�' "Eiy��`'.�.�.Qc��vG A� �c.cxcfs /�/•�sc.o��d �f�iN.O�'oL��u-�st ��GTSN'G Gfi'.ASOd/Ls�La'Tf4 �S L!/�'GG .�iS l DrV�r��'�G'TO.e P�l2�Gv�mE4 '7-U.eti ov-5'1yGtz' Qey-r-*e f/ 4P4 .R 3 d'o7s ,Vs ;2>,r--C&6eSZ t��P�.s�R�t �9.t�ir,�.tv7-�tC�-7-��l�ovF� .��v,o �o�r-s•d���'�'.o .�fe_�.�5't3� ILI III r Equipment/Asset Number(s): To the best of my knowledge,the abov<s)WAS NOT performed in accordance with the approved plans,specifications,and regulatory requl ments. Superintendent/Representative: Tec Icia Serving the Western United States 1501 Field Reporr.doc Revision 1 Effective Date:5M/05 The information provided on this report is prepared for the exclusive use of the client This report may not be reproduced in any format without the written permission of the client and Krazan&Associates.