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Report.,7_,t7,,.-,t,.,ar.-. .,:.--,,. .7. 11,77-,r.-1_,T,iin-f...ik4.PF:.~ .. .,-7---.--7t.W:-;77-::: : -1:---7'`.• 1711'-'t--,,tz"-'7-1:,:tit-.M.3- ,i,,,... . . . • ' : ' ... , Hall e...) L I Bend Office (541)330-9155 • dISTiOg-C62.1° Geotechnical Office (503)601-8250 . Eugene Office (541)345-0289 • Carlson Testing, Inc.- . . . Salem Office Tigard Office (503)589-1252 (503)684-3460 • Report Of In-Place Density Tests • • Job Number:1(12)bc14/C) .. Permit#: - Client: 1...--( p4.... 1---.-- rf..-sro 4-_- 0 0 • Project: . t-.) ko)1cLU Lit, - --?' -.\ Material Description Th/c/'---5e e_.e., .Maximum Dry Density r5-3. ci lbs./cu.ft. Optimum Moisture 'I. 9 % Required Compaction 1 5 % Source of Value Dated: IC' (-/- )1D MProject Specific D Current Fill Source Proctor - • 1=1 Supplied By: . Gauge Serial # 6 1 2 °10 . Method of Test J Standard Counts -Density 2-2-1 i Moisture: C-) LI Calibration Date: g-2C 1.5 % In-Place Density Date Of Test Code Mode Depth 'Test Density Moist. Elev: . -Field (lbs/cu.ft.) • % ' Test -No. Location Count Count Ft. ' Moist. Wet Dry Comp. I ' 1 1:71.--- b- + y ' 6. q No. ; r52- 3 ' - 1. (5 1 Y-0 , IP I 7, / -73 4.,, 0... c ..-..- I /Ica— I I.' 1- I - ".0 I 0 ' H z- ' 17.0 Mg- l I 121. 1 , Zo • t. c1,2 G,-)'-'7A av\-C) /e.....,-.1 cS _ . -1 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 • I I I I I I I I - I I • • Asterisked(*)percent compaction test results did not meet listed acceptance criteria. .. . .. Conformance statement cannot be made because 7 acceptance criteria was not available n pending completion of lab test results. Contractor heeds to understand that proceeding with cover is at their own risk • Remarks: ---- 6 Test 15..splfs-. wee dsej4s.seci and left with , \ -f`ki- q_....— Test By: 2 of . Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. Soils 2/12/2009 • . , . . • , 1 . , Terns: Client recognizes that construction observation and/or testing services provided by CTI are techniques which may reduce the risk of construction defects,deficiencies,or omissions arising during or after con- struction. Services performed by CTI do not constitute a warranty or guarantee of any type.Even With diligent construction monitoring and/or testing by CTI,construction defects.deficiencies,or omissions in the Contractor's work may exist.In all cases.Client ant;or the Contractor shall assign the Contractor the responsibility for the quality and complctencss of the wort,and for adhering to plans and specifica- tions. CTI's work or failure to perform sane shall uo in any V,as excuse a!iv contractor,subcontractor. or supplier from performance of its wors in acc•:nuance ith the contract documeots. CTI will provide its professional services to Client with that dear'o of cat;and ,tall ;rdinarily exercised under similar circumstances by members of its profess,on Ibis representation is in !-• of other warran- ty or representation,either eapt_sled or implied.It is also understood and agreed tt, t.statements made in CTI reports are obscr ations based on technical judgements.and should not be ct•tstrued to be con- clusive representations of fack if conditions different from what are indicated in the reports come to Client's attention after receipt of the reports.it is recommended that Client contact CTI immediately to authorize further appropriate evaluation. CTI's work shall not include determining,supervising or implementing the means,methods,techniques, sequences.or procedures of construction.CTI shall not be responsible for evaluating or reporting job con- ditions related to health,safety or welfare. • ACC'_''Z,jT'^. .-z—_z7r---�_;z: t-Z"._'.�t j-':7"`r'_•.�r-^�^y `:-+--:--. --c --7--.,�,,..-;"-..,. —i',7-;r,,1�G zTS.T-&-7,,'- - ;pt - n•-,r:- ---rr r _ �..r�:.- - .�. y � �=:_ P ,�� :s� .. _���:>.� .^��--'2,;---�-.�L=_�t °°�M,- � • ,��,: /Z 2.13 Sin/ i--101/6 uJ / � �'-I ,_ 00a 1 Q Bend Office (541)330-9155 I p�013 Geotechnical Office (503)601-8250 Eugene Office (541)345-0289 Carlson Testing, Inc.. Salem Office (503)589-1252 Tigard Office (503)684-3460 Report Of In-Place Density Tests - Job Number 7.1l cj 9/o Permit#: N/fi Client< p i - r-o c--\.o iti Project: /=,t? }1L;L_4J Z.- j - sk,-,.':_,v/•-Vck) Material Description's L/ C 1"C .:>is-L .Maximum Dry Density 133, ci lbs./cu.ft.. Optimum Moisture �1• Li % Required Compaction /5 Source of Value Dated: ) U- `"t- 1 Project Specific 0 Current Fill Source Proctor 0 Supplied By: Gauge Serial # i✓ 1 Z l a Method of Test /5-S•7 Standard Counts-Density 2?`(��} Moisture: G 3?j Calibration Date: u •I6' '3 Date Of Test Test -Density Moist. Elev. ie In-Place .Density Code y Mode Depth Field (lbs/cu.ft.) . Test . No. Location Count Count Ft. Moist. Wet Dry Comp. £ 1 to } `!` ; t> S-16 l3 3 13c7 6 lb- t ';5 I . 2J,..; -I-7 '/ )2 " ( .. w 00-1) (,-N-) . c y' _ / . I I T 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 I I • I I I I I I —1 I • .1 1 I- 1 1 1 1 I Asterisked(*)percent compaction test results did not meet listed acceptance criteria. Conformance statement cannot be made because 0 acceptance criteria was not available n pending completion of lab test results. Contractor needs to understand that proceeding with cover is at their own risk Remarks: 7-,-,3 Test results were discussed and left will �n^`` Test Bbl.�! / V .- L— of� Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. sous 2/1 2/2009 :•_ .•.,: Terms: Client recognizes that construction observation and/or testing services provided by CTl are techniques which may reduce the risk of construction defects,deficiencies, or omissions arising during or after con- struction. Services performed by CTl do not constitute a warranty or guarantee of any type. Even with diligent construction monitoring and/or testing by CT[.construction defects,deficiencies,or omissions in the Contractor's work may exist.In all cases.Client and/or the Contractor shall assign the Contractor the responsibility for the quality and completeness of the work and for adhering to plans and specifica- tions. CTI's work or failure to perform same shall no in any way excuse any contractor.subcontractor, or supplier from performance of its vvorl,in accordance with the contract documents. CTi will provide its professional services to Client with that degree of care and skill ordinarily exercised under similar circumstances by members of its profession.This representation is in lieu of other warran- ty or representation,either expressed or implied. it is also understood and agreed that statements made in CTI reports are observations based on technical judgements,and should not be construed to be con- elusive representations of fact. If conditions different from what are indicated in the reports come to Client's attention after receipt of the reports, it is recommended that Client contact CTl immediately to authorize further appropriate evaluation. CTI's work shall not include determining,supervising or implementing the means,methods.techniques sequences.or procedures of construction.CTI shall not be responsible for evaluating or reporting job con- ditions related to health.safety or welfare. Ai, aol3-040?1 D t .•— D L/- Bend offti�e (541)330-9155 jV Ceotechnicat Office (503)601-8250 Carlson Testing Inc. Salem Office 003)589-0289 Salem Office {503)589-1252 9 Tigard Office (503)684-3460 Report Of hi-Place Density Test. ... t� `-j J 1 I Permit#: �~ I , rT 0 s 2Q,3 Client: Mgr Project:SL_--- cif/%,, jig , t tEL- 1913 St, / "v W.7:-..,.--'� Material Description .fi i# ' ' • .rrs,v-, Nietriei• 1° .#*C :jonell;i" _ -arty Maximum Dry De t} `°' � ry 1bs./cu.ft. Optimum MoisturX ,' Required Compaction ro Source of Value Dated: -1"F 1" Project Specific 0 Current Fill Source Proctor D Supplied By: Gauge Serial# p/ Method of Test Standard Counts-Density 1. 7"/,3 Moisture: ("&>-5- Calttion Date: -2--z __—/- In-Place Density Date Of Test Test Density Moist. Elev. ''geld '.; belch ft. % Test No. Code Location Count Count Mode Depth Ft. Moist. ;.,:,-.Wet , Dry Comp. (fi 1'3'15- yr .P 7` T k [► 7r.: f, /4%,- :./5;,`{ C 7 ( 5F e `r e fee/PAP/oh L,' i i06 I i I 1 I I I L 1 I r i il I I I -I I I T I _ 1 1 I 1 I 1 I I I - = 1 I I . 1 I I I I I I i i I Asterisked(*)percent compaction test results did not meet listed acceptance criteria. Conformance statement cannot be made because Li acceptance criteria was not avai .mpletion of lab test results. Contractor needs to understand that proceeding with cover is at their own risk Remarks: Test results were discussed and left with/i Test By:,t ! 1 of Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced,except in full, ,� without prior authorization from this office. Soils 2n Znoc� ',N,,,''',;‘, fyispoi 3 -oe;I 0 ,. ...: 1, 2 ..._ , , 0/ 1 N 7, t■ 410, _. ..._ ._._.,. 'III■-■ :.. .• .. -, OREGON 4 .., -.. ‘-.. . ,... .,. ... l c., / IEy.pli,:qi.s: 1 2- g-':z.---7003-1 -. -... -..-•.' , ,.:,.... • ,,.,.., , .. .• •.. -,-. N4(ki °4"Di/-2, .. , . . . . . . ,..X . .. GI-(ri. sr ID/e/9/A.) ,,..._.. 1\k:s. .\: II _ AT 41 -.0'0, C. ---' -... i. '.'4 . .,.__- / P PrOiS)c_:,- CP Rti-tr '‘--, -,. ..,. .., --.''' '---- ill: ,. 1:;,-:'-..-‘,:": 7/ „6,... 1?.c.--,Lr-q) pe., — ...„,...,...„,.... , ,(ri-t) :, ,--,),,,,,,,,V-4-,:, / / ::',L, .v47 . ' .,------ • s‹. .......... ,,_ -----/ ,4,,,6.1 ,. eru _... ,......, (rro -.„ ,..., ...--7- \., ......__.._ 1 og,49 3GG- So,or &