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HomeMy WebLinkAboutField Report for GRD2007-00024 - GRD Engineering / Geo-Tech Reports - 6/27/2007 t` —Krazan & ASSOCIATES , INC . GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 27,2007 KA Project No.: 106-07132 RWJJ, Inc. John Byerly PO Box 2582 Belfair, WA 98528 RE: Belfair Landing-Lot D Dear Mr. Byerly: In accordance with your request and authorization, the following test data are presented on the following reports, which are enclosed: May 29 Field Report No.94039—Compaction Test Report-Sample No. P12501 Particle Size Distribution Report- Sample No. P12501 June 8 Field Report No. 94041 —Density Report No. 13303 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: Skillings Connolly Engineering-Jason Bruhn(email) With Offices Serving The Western United States 20714 State Hwy. 305 NE, Suite 3C-Poulsbo, Washington 98370-(360)598-2126-Fax: (360)598-2127 r = F,_t_D REPORT NO: Krazan & Associates , Inc . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTPu(--TIoN TESTING AND INSPECTION )ATE: gj MAe A0,07 CONTRACTOR: BLOT.- SV G 'ROJECT#: i01n -0 7 17 JURISDICTION: IwAAsalt/ C4 'ROJECT. &LFA/R &O4 ZlAla Lof PERMIT#: 0CATI0N: NE a 3 2.7S �,4r,- Aa .3 INSPECTOR: ,RAZAN PROJECT MANAGER: L'� WEATHER: GL`AzZ TEMP: l0 S D/v 5/7F Bulc./7/I/G fPAD -57o/e-S �it/d Tifo/�1io q/ fti'�F��4/y �Ey.Q s.�.yr4�i✓� ��5 �/S�o4iG,f/f� �R B/'/4R/•vG DER/r/crzT/dam/, 8u.� [.�1fih4r" �r!<lS !�l-s//tFb c�rA�S CO�t�AcTio.a/ TFs Ts. ZAC l�.s'.ys�rY TFsr �3fi.�/6 P��Pio�zrn,c`y. Lo T" 0 Bar/,eplAlc A/0P1ux/4rA-S4Y V Hof 100A7- /, 729/41-r eo v To 15 i4 �i�iV, (.e.9t/EGG Y S/3Ni� wi y/,/ls�i.viR S/LT 7,y,E ��2EJ'.citGT Gr�.t(d/TisN D� P�.+� /,S Tffo.eou.�.s/tY Gd�.0�c7�,a �O f}' fi2vYJ A.vO LCNY/FGd/tiL- L'OiY�D/T/DiV �N �f1</�T ��1i!/ B� ,S'E�iV �47�S'K�ef.4 cF P��l�<i✓G' 4�< / y ��D/e4est�>F_iZ 10P49 1W 7;;'-: !C O!P A4 LdA� � '�uL75 /n/ 1�FiyF 7��4T/olds d/� 1iGL o y r7E Z.,,eTS. /4 -5,hnl�RLF die IDiSGR//aT/ON% Tisi�l, C�flyfGL f� S',g�t/1�, tee/Ts+� /y�/�ie2 S/GT .AsTrh -ass-? Of IA *71-01V� Equipment/Asset Number(s): the best of my knowledge,the aboveperformed in accordance with the approved plans,specifications,and regulatory requirements. Iperintendent/Representative: Technician: 7 t� Serving the Western United States 1501 field Report.dac Revision I Effective Date:S2b03 The informuion provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any fortrut without the written permission of the client and Kn R Associates. COMPACTION TEST REPORT 141.0 i _ I 138.5 1 , I I 136.0 I I I a I N600,1 S 133.5 i I 131.0 I 128.5 1 3 5 7 9 11 13 Water content, % Test specification: ASTM D 1557-00 Method C Modified Oversize correction applied to each point Elev/ Classification Nat. S G. LL PI %> %< Depth USCS AASHTO Moist. p 3/4In. No.200 Sp-SM A-1-a 10.8 6.2 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Maximum d density 138.0 f 135.0 f IMPORT-FROM J BAR D PIT-BELFAIR dry tY= 1x TAN GRAVELLY SAND WITH MINOR Optimum moisture=6.5 % 7.5 % SILT Project No. 106-07132 Client: RWJJ INC Remarks: Project: BELFAIR LANDING LOT D SAN PLE:P12501 REPORT:94039 • Location: SAMPLED AT GRADE EXISTING DATE:5-29-07 � X Figure v Particle Size Distribution Report c 5 .S o N M o g v co co :C at u at at at u at a 100 I I I I I I I I j I I I I I I I 90 I I I I I I I I I I I I I I •I ;II I I I I I I I I I I I � � I I 80 i i I I I I I I I I I I I II 70 Of I I I I I I I I I I II I I II I) z 11 � � I I I I I I t I I I I I I I Z 50 w I I I I I I I I I I I I I I a 40 i i I I I I I I I I I l i I I I I I I I I I I I I I I I I 30 20 I I I I I I I I I I I I I I I I I I I I I I I I I Ikki 10 i I I I I I I I I I i l l 0 too 10 1 0.1 0.01 0.001 GRAIN SIZE-mm. %+3„ %.Gravel %.Sand %.Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 10.8 30.6 12.2 18.1 22.1 6.2 SIEVE PERCENT SPEC! PASS? Material Description SIZE FINER PERCENT (X=NO) IMPORT-FROM J BAR D PIT-BELFAIR TAN GRAVELLY 2.0 100.0 SAND WITH MINOR SILT 1.5 97.8 1.0 93.6 Atterberg Limits .75 89.2 PL= LL= PI= .625 85.7 .5 81.0 Coefficients .375 74.7 D85= 15.3153 D60= 5.0986 D50= 2.6964 #4 58.6 D30= 0.4652 D15= 0.2102 D10= 0.1457 #8 48.4 CU= 34.99 Cc= 0.29 #16 40.8 30 34.1 Classification # # 0 21.5 USCS= SP-SM AASHTO= A-1-a #100 10.3 Remarks #200 6.2 SAMPLE:P12501 REPORT:94039 DATE:5-29-07 (no specification provided) Sample Number.P12501 Location: SAMPLED AT GRADE EXISTING Date: 5-29-07 Client: RWJJ INC 111(X1�� Project: BELFAIIt LANDING LOT D Project No: 106-07132 Figure Tested By: TIM ALLEN Checked By:AC F►=LD REPORT NO: i_wKraZal & Associates , Inc . GEOTECNNICAL ENGINEERING a ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION )ATE: 00 JkN r a0a 7 CONTRACTOR: 'ROJECT#: lQ C` D 7/9 Z JURISDICTION: 14110svz/ Ce ,ROJECT.&44+i,C Ly}",Ay6 LOf /� PERMIT#: OCATION:-& .2 3.2 l.r 1747,KZor±& 3 INSPECTOR: 11�c'A/ly :RAZAN PROJECT MANAGER: �� WEATHER: 0 'G.4c 7" TEMP: ,QA/ ��T•£ �d 3��2/'d/� .1'iy '1�i�� Ar-'vs. T�s7i.rrG �T r" ye; 5y 7 7 9 -T _ �4N�Oi'YI GDG�9TiOMs �'1faT,E.ei�G /t'�i��A�2S DEH4tGt' �D�tc�O�G,�,�.J. 'W'25_7 -�2. 9.s''� G d�v[.�ftGTia�e .�.c�`•�fiyGf •(�fvs�>,� ;�ii'o��' /,�.�0,3 Equipment/Asset Number(s): >the best of my knowiedge,the abov59/WAS NOT performed in accordance with the approved plans,,specifications and regulatory requirements. 1perintendent/Representative: l� Technician: J) r2 Serving the Western United State�� 1301 Field Reporr.doc Revision 1 Effective Dam:SM/05 The information provided on this report is ptepered for the=closive use of the cli=L This report may not be reproduced in any format without the written permission of the client and Kramn&Associates. . ? i COMPACTION 14_d_1A!ffm,_KraZan & Associates , Inc . REPORT NO.: 13 3 0 3 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: V J '� 'Z OO 7 CONTRACTOR: — PROJECT#: 01'0 r 7/3 2 PERMIT NO: - PROJECT: dXZAJW4 ld& Lot` 2> __ INSPECTOR: LOCATION: W� 232$T' SrtiT.� i/wy' JURISDICTION: AkS07" Co- KRAZAN PROJECT MANAGER: WEATHER: ���19SJ' TEMP: Wy G 'S ❑ WASHINGTON DENSOMETER ❑ SANDCONE X NUCLEAR TEST K OTHER LOCATION MAP N ❑ Paved Areas (circle one): Sub/Agg /Asphalt S Building Pad (s) ❑ Other ❑ Trenches (circle one): Sewer/Water/Storm Drain/Utly Curve Unified Soils Classification Max Dry Opt ODensity Moisture I ��as-ai Jrm AVE #4.,r '&w /3s'o 7- 1— Test Elevation Location(Comments) Curve Mode& Density Moist Percent Required Depth % Compaction ?1r_ 3 y, ; P 7 y �,e•��F �— r i�o Ma Location: Curve Test Method: This testing does not preclude the possibility that the soil or hot-mix asphalt may be loosened by future p 0-/�f 7 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 Y30 approved project plans and specifications. Gauge# / /0 To the best of my knowledge, the abov WAS WAS NOT performed in accordance with thT-4.t, ved plans, specifications, and regulatory requirements Superintendent/Representative: Technician:. S IGL -�- 215 West Dakota Ave.,Clovis,CA 93612 (559)348-2200 4221 8rickell St.,Ontario,CA 91761 (909)974-"W 2205 Coy Ave.,Bakersfield,CA 93307 (66 f)837-9200 1501-I Y St.NW Suite 106,Auburn,WA 98002 (253)939-2500 1025 lone Palm Ave.#2E,Modesto,CA 95357 (209)572-2200 20714 State Hwy 305 NE Suite 3C,Poulsbo,WA 98370 • (360)598-2126 545 Parrott St.,Son Jose,CA 95112 (408)271-2200 19501.14M Ave.NE 0-300,Woodinville,WA 98072 1425)485-5519 5808 Price Ave.Bldg. 1016,McClellan,CA 95652 (916)564-2200 Revision 0 Effective Date:8/16102 n..:..�......:...........:.r..r...................._.....r r,r�.....t...:...,»..,r ri..,.�:...r T.:......n...w....r tr.......A...,..1:.......fn.....r.v:rM..r rh. v...n...n...n......w nr rM nl:nnr•nA Krwnn A.Aavv:iate. =�wK�p�,, `D REPORT NO: razan & Associates , Inc . F,_ GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION )ATE: PA Y 7 CONTRACTOR: g Lt)J-j .rV G. 'ROJECT#: /Da] JZL JURISDICTION: MAASati n 'ROJECT: fE1-FA//? e 4Avv/Na 40 PERMIT#: .00ATION: NE a 3 24S s>.o--r,-, A tF_ ,3 INSPECTOR: CRAZAN PROJECT MANAGER: ZF WEATHER: TEMP: /� s O/V AWD Ll�/Q'S l�is�o4iGffFc� �R 8�•�4R/�yG I�ER/r�c�T/dam/, Bc.�,7" GJ/�i�Ar" Wi%S PFs/1r Z> liras TFs Ts. L•¢cX of y�•vsitY Gu.4G.� �.2.�yr=.�>Ei� U.F.ys�>t' >Fsr �3fi.yG �E�PfoRm, l�. Lo T' PBu/L�/•�G ?��I� i1•¢r APP/ux/�rAL f- S� 'of fiGG fi> >i,/ic,{lisT �o�e 7ic�y, T����•e i�v� ra �PP2dK l S`r,� 7;;I,E *,og✓ jj6;e/i9 G /,S A r,4AI !s•e•9//,EGG Y S/3iyi.� wi 7/�!-ti i.v iR S/LT ThY,E ,Wx"7- �D A' �i/t vYl ,q�y,0 L�.✓Yi.:C J��vG CoiY d i TiOiV ©N �f1E><i9'T �1�t/ B� 5.�,�.V gTS'uei.4c.� P/zeB�.�G' c,�i� y ,.D/•s.stErf�2 ,6''Q>,�Tr•,� S�?'E L AOP a1VZ ?, /S3 �d LaA,� R �uG75 /ter fF,vf'2.�yTion/.s of ' . .. -Ao / 4405.12,44 a e, 77,1Z ZZ I or y7— TD �fJ.vyi,.tL cG E 4 77� 5701 vD, WiTN 91477 /.Ss-7 Equipment/Asset Number(s): the best of my knowledge,the aboveperformed in accordance with the approved plans,specifications,and regulatory requirements. Iperintendent/Representative: Technician: t� Serving the Western United States 1501 Field Repomdoe Revision I Effective Darr.S25I03 The infam,uion provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any format withal the written permission of the client and Krazan R Associates. COMPACTION 440V%Xa7. al & Associates , Inc . REPORT NO.: 13303 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: J '� °Zoo - - CONTRACTOR: PROJECT#: /0 k " O 7 1Z I PERMIT NO: PROJECT: A 4x&4 1-4ND/MG 49 INSPECTOR: LOCATION: 2322J ' s*.fr., Nw y' JURISDICTION: MkS'07'. Co- KRAZAN PROJECT MANAGER: __ WEATHER: ©--e-'f-C T- TEMP: ❑ WASHINGTON DENSOMETER ❑ SANDCONE X NUCLEAR TEST X OTHER fR 95�o y/ LOCATION MAP N ❑ Paved Areas (circle one): Sub/Agg /Asphalt S Building Pad (s) ❑ Other ❑ Trenches (circle one): Sewer/Water/Storm Drain/Utly C:E O0 Curve Unified Soils Classification Max Dry Opt Density Moisture �/�vi �i o ��r �P> /35 "0 7. s— �`- Test Elevation Location(Comments) Curve Mode& Density Moist Percent Required Depth % Compaction / IfiG T,Es1s oxts o g ,. /.ice 3. 9 95-" ell Map Location: Curve Test Method: This testing does not preclude the possibility that the soil or hot-mix asphalt may be loosened by future Q—4.f"f 7 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 3O or paving construction,nor does our work relieve the contractor's responsibility to conform to the Count moisture 10 approved project plans and specifications. Gauge# / /O To the best of my knowledge, the abov WAS WAS NOT performed in accordance with thTaved plans, specifications, and regulatory requirements Superintendent/Representative: Technician: ti 215 West Dakota Ave.,Clovis,CA 93612 (559)348-2200 4221 Brickell St.,Ontario,CA 91761 1909)974-4400 7205 Coy Ave.,Bakerskelc(,CA 93307 (661)837-9200 I501-154 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 U5 Parrott St.,San lose,CA 95112 (408)271-2200 19501-14,e Ave.NE#F-300,Woodinville,WA 98072 (4251 485-55 1 9 5808 Price Ave.Bldg. 1016,McClellan,CA 95652 (916)564.2200 Revoion 0 sa'wfi-Date:a116/02 'n..:..(..-.....:...........:a..1....A:.......w............ �........I...:.,.......f rh..l:...r T.:.....,.n.....,....,M........,A...,1:..anv rn..n with-fh..v..n...n...n.r,nn nr,hn Wit:. .nA Kann.0.A.avr iu