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02967 - Technical Information Report - Geotechnical
a � � � � � , t?�� .r _:� ,�d� 1 " � � s � - — .,;��: .�.��r �+t. �-5- � - �- . _ � -�� 3--- �,-- "��`�;'� ,. '�� � , ,�� ��� � � ��CIT�Y OF REM'ON (NG SEP 1 1 2000 RECEIVED , , , ;, :. . - �i� .� `� a - - . � kt<— r, ' , `�l Y , �;� �._ , , , = �� , Geotechnical Summary of Drainage System Construction Monitoring at the Site of the Proposed "Liberty Ridge" Subdivision (Former "Cedar Crest" Site Renton, Washington July 11, 2000 _ _ ,� _ : . . . _ _ , . , . .: , . . .�.: ._ . ,- .._. _ : . ..._ _ , - - �, :•�_. ''�':��t� '.T'}. a ,.f.°' . .�,. .� `xt r 0 :: . }e�'� ;.\_ rS• _ v,� � ��. y_� Y' � 1 -�� �- '1.'1 1 ~� f'��'. { `�/ � .;7 l �` 4 ., �,��I. �'�• t r�'�`.��%.�;` `���)A' . X. .I. ���' r' ' f .r � ti , 'j" i a^ �-. -\ � �- , 1 ' � � . � ,�..� . � ' K.c`. �Ir `�%, .' • _ .f,. � . � l���.� �.7�. �._ a'.' �i: ,ti . 1, .t . .-� _. � ,. , = f' For Liberty Ridge L.L.C. ' � 1. '{ , *, � . j� �,+ �;� ��� i ;i .�r t � - f, � ", i � -- r x � l � ;, ' ,. �`' .�� �_ yl �✓ - � �'� � l P - �� f � � ��_ �i � ,- . �' � :_ ��, ,+�t. .�.��. .. . . . . � _� � r ._ f-� _ .� �: . . -- r.. �` � :\ �l �. • : . ' � r.- F� ' � _ . -r f'��' ' t •�y - . ..`'�i,�',\_� . � , , - ! . . � ,. . .. . _ . - . . . � ..- �' . . , .. . � . . , . � � �� ' � . �. - � � , � _ � , � . � � �.. � ' ��. '^� _ „ ` � . � � , .. F J . � ^ ` � , I/ i� �i � / , � . - �-- , _ _ _ ; , ?�. �t ;, / - � � './,� � ` ' \ •1 , _, � F / , ` rt _ _, � ,' . � / � \ ,. i, `� . . ��� I `;, I,Y � G e o E n g i n e e r s File No. 0389-008-00 z9� 7 DEVE��OY OF RENTON ING Geo a�Engineers SEP 1 1 2�0 July 11,Z000 RECEIVED Consulting Engineers and Geoscientists Liberty Ridge L.L.C. Offices in 1�ashington, c/o Stoneway Concrete 1915 Maple Valley Highway Ore�on,and:�laska Renton,Washington 98055 Attention: Mr. Don Merlino,Manager Geotechnical Summary of Drainage System Construction Monitoring at the Site of the Proposed"Liberty Ridge" Subdivision (Former"Cedar Crest"Site) Renton,Washington File No: 0389-008-00 INTRODUCTION This report summarizes the results of our site observations during La Pianta Limited Partnership's construction of a drainage system at the above-referenced site between about the fust of April through August of 1997. The site, which was formerly a gravel pit, was at that time planned for development of what was then called the "Cedar Crest Manufactured Home Community". We understand that the site is now intended for development of a single-family residential subdivision that you aze calling "Liberty Ridge". The site is located in Renton, Washington north of the Maple Valley Highway (State Route 169), south of NE 3`�/NF�th Street and east of Edmonds Avenue. Explanation of Our Involvement Our involvement during the above-mentioned period of 1997 was to monitor construction of the on-site drainage systems and review compaction testing done by Construction Testing Laboratories, Inc. of Tacoma. The drainage system construction was materially finished in June ; of 1997 with earthwork and minor drainage continuing through the summer. Summarv of the Drainage Svstem Elements The drainage system constructed in 1997 includes these two major elements: (1) Retention/Infiltration ponds A, B, and C along with associated wet ponds, and (2) a gravel infiltration blanket extending from Pond A northward to an area that has a gravel subsurface(this GeoEngineers,lnc. IIUI Faw�ettAr�e..5uite?00 Tacoma 1��.A 9840� Tclephone(?53 j�8;�940 F<ix I?y3)383=i9?3 ������.gcocngineers.com P��in:ep on rer�:led x_e� Liberty Ridge L.L.C. July 11, 2000 Page 2 area is where much of the site's pre-development runoff infiltrates). A temporary pond (sometimes called Pond D) was also constructed. The location of the infiltration blanket is depicted on E�chibit A, attached, prepazed by Triad Associates and entitled "Infiltration Blanket Location, Liberiy Ridge", dated 4/11/00. The general locations of Ponds A, B, C, and D are depicted on Exhibit B,attached,prepared by Triad Associates. DISCUSSION OF THE DRAINAGE SYSTEM ELEMENTS Ponds B and C were initially excavated to provide temporary detention and sedimentation but were intentionally not completed to final grade during 1997. The plan was to complete these ponds after the development's streets were paved and yard areas were seeded to control erosion. When these ponds are eventually excavated to final grade, any sediment in the ponds should be removed and the infiltration chazacteristics of the ponds thereby restored. These ponds are intended to function as infiltration ponds for the development. It should be noted that sediment will reduce the rate of percolation. As a consequence,maintenance of these ponds will be needed in order to maintain design percolation rates. During gravel mining operations a permeable zone of gravel was encountered norkh of Pond A. This material is a sandy gravel. This gravel zone is where much of the previous runoff from the site naturally infiltrated. To take advantage of this gravel zone, a connecting gravel infiltration blanket has been constructed from the north edge of Pond A approximately 750 feet north to connect it to the gravel zone. The gravel infiltration blanket is 4 feet thick and is constructed with washed and processed pea gravel. It was covered with geotextile fabric and then site fill was placed over the fabric. Invert elevations at both the north and south ends aze 228.0 feet. The invert in the center is at elevation 227.5 feet. To date,the gravel infiltration blanket has not been constructed under Pond A, but such construction is contemplated as part of the completion of the development. The blanket currently ends at the north edge of Pond A and is protected by a filter berm of washed concrete sand. The top of the infiltration blanket is at approximately elevation 232 feet. We understand that when grading is completed the ground surface over the blanket will range between approximately ', elevation 246 feet and 256 feet, providing at least 14 feet of fill over it. The infiltration blanket �'i will be under streets and private lots and will have houses constructed over it. The blanket is �� conservatively designed and penetrations will not compromise its function. Utility lines could be placed within or under it. However, it is important that the geotextile between the pea gravel and overlying fill, as well as the continuity of the pea gravel, be maintained. Therefore, special review of designs that penetrate into the blanket should be required. It will be necessary to extend the infiltration blanket under infiltration Pond A in order to permit large flow of water into the blanket. As Pond A and the blanket are presently constructed, the area of flow into the blanket is limited to the end azea of the blanket that intersects with Pond A. After the blanket is extended under Pond A (at the same thickness as the existing portion of G e o E n g i n e e r s File No. 0389-008-00-3130 Liberty Ridge L.L.C. July 11, 2000 Page 3 the blanket), the new portion of the blanket should be covered with nonwoven geotextile and a minimum of 18 inches of washed concrete sand or similar material. Note that the infiltration rate from Pond A is limited by the percolation rate through the material over the geotextile. For washed concrete sand, a design rate of 8 inches F , the pond. We have also reviewed the design percolation rate tor i'onds ts ai�u �. i�roviai�g that they are cleaned out down to native soil, the previously recommended rates of 4 inches per hour are recommended for design. Based on our observations and review, fill material was placed and compacted to more than ' the 90 percent of the maximum determined in accordance with ASTM D-1557 test procedures. Copies of the compaction tests along with our field reports are attached. � �► We trust that the foregoing meets your present needs. Should you have any questions or need additional information,please call. Very truly yours, ��, x$�j� GeoEngineers,Inc. L�� � ' ��iGf/ ,, /l �°� �-. Q���������� � ra � �1, �1AL E � � 3 aG Q Z Gary W. enderson - Principal GWH:vc Document ID: 0389008Summ.doc Attachments • E�chibit A,Plan View of Infiltration Blanket • Exhibit B,Map of the general locations of Ponds A,B,C,and D • Construction Testing Laboratories Field Reports • GeoEngineers Field Notes G e o E n g i n e e r s File No. 0389-008-00-3130 '1 �.:. .�' EXHIBIT A PLAN VIEW OF INFILTRATION BLANKET :;� ;' J . �N � P�£ �,. � � ���'S '�� _... . _ � _ �-:-��� J.� �,� � ��� -:��:a��=;�-��::�-�=:�����:�;,�:��w�:�:�-: �, ::r;:.=.�::�=� ::��:�:�k : �., :�r,�.�.�..� ;:�:::;:::.� , \ �• �},f)r,':i�r�� , \\'\ '; ,�` ,� � � �. ��`.iy:�f�P�.r.'=�::''! • '.�\ \\. �` ` „�r `�. , ��� '� •iti ilj�`';S� , ,\\ �� / ^• �.jjt�} �)jt:+�;.14, S�. f �. . • i�:�? �ii�i�tli � ,�_ � .� �•,1.i3:f ,il� S t .w• � \ � � �.� , \�� ''� ���t;, t'�'•'� '�x - 1 ', i \ `` ,,` ` , ,\ � �` �,,``�'�'• r �� ',\ `� r � �,, R�1`� �:`�, : `: � �� \ �~.• ..:::� ` `� �\ ��`\� ' <<t 14s� � :`� � �Z1 ��r':.:���.�� � \'. \`����� +�.'t � ��-�. . ;t; +��{ .� �` ';l ., • ,��� � ,;,:, ,;,� , . � �is� °t::`'��,�; ��, �• t �i�i ; ._. .\~ Yi��i!'�'.�`,�.: � �` . t,.ti;E��`4it // , � t> >'ii����� �� \\ � :�t�.i � ��!'c . . ��` t�,i .,ti�` � �� .i1E4'� t: ,•.. �;,:�:. .• .t` '��:� .. . � , , i..• •..._ � :�� st� . 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I ., ,- � L ` � ,�����-��'���-T_J I \v � 1 1 � I I I I I I I I I I \ (\ � N � o' � " � �,� m � �� m � e � - � 1 ` � � � I I I I I I I I I � 1 1 �� ' �� \ �, �� �, . �� , � I� f/1 �'1 U n D fT�l V) ti m ���r����o�� no. oe�e RL+Y1910N BY cK EXIS TING S TORM DRAINA GE POND L OCA TIONS ��: � � � � �y� EXHIBIT B �_ � � „ ��==t � g�a 3v A � �� '����AY � ���€���� A o gs $.g� � �� ERTY RIDGE ��9� �o � o �� = LlB � � �� ��� � � F v � � :� � S a� N e CITY OF RENTON, WASHINGTON g�� y IOOtffIM�0033BSG )/tt/00 St1]CO1 3ME[i r � �-_ � : CONSTRUCTION TESTING LABORATORIES FIELD REPORTS � REPO�; � MAY 0 1 i997 I COiVSTRUCT10�1 TFSTING LABORATORtES, INC. ,��, ��,� � `�u'}�`� ' _ -�����a 10111 South Tacoma Way, Suite D-7,Tacoma,WA 98499 1V '� Telephone (206j 588-0805 ,..h,,.,<,,. ,.�.�. ...�,«„ _ .,a,.�: ....� .,�,N..,,...�,.,,,,�.,,., Facsimile �206� 588-0928 . . _ �...�..��..�., ,�. _. :.<:.. ����.� ��5�����Q� ������ ; Pa�e. 1 of 1: > Clienr: M_A.Segale, IIIC: Daie of Inspeciion: April 28th, 1997 . _ _...... ................... --- Projeci; Cedar Crest Development Permit No.: N/A P.o.No.: N/A Address:3rd Avenue East, Renton Jod No.: �W� 1150�� � Contract No. N/A _.._._.. .. ......__....._ p .�_.__._--;..____._�__------............... Contractor: CIiGI]� Re ort No.: 08 Pro"ecf No.: T-0682 �_� _�� _ __._.. _------�� ���^��. ,�h, I arrived on the jobsite to perform special inspection and/or freld testing, for today's scheduled in-place density testing. Upon my arrival, 1 met with fhe client project superintendent. All fills have standing H20 and the soi! is over optimum moisture. Therefore, no density tests were performed. C�eo En�inoers MAY 1 Z 1947 �� � � . :,�r��� ---_ -------- --- _-_ .�� ��, ..:.x�.N...A.x... .�„a,.�.�,.��.H:�..:: Weather:--...._........................_..._..._._SHOWERS-------�--___..._...__...___..... Inspector. --._ ...D.SMITH/fmd........... II .................................................._...--.---._........-.---...._.....__...._.._.. � �� �e�o.�,w �����--�-�--�---� Reviewed By: -- ---..__ .t --__. .. I� r1:_:' ..i�� f �i�►'f 1 2 ��;7 CONSTRUCTi4N TESTING LA80RATORIES, INC. �5���=� ;=�Q�;s 10111 South Tacoma Way, Suite D-7,Tacoma,WA 98499 '' ' Telephone (206) 588-08Q5 Faaimile (206) 588-0928 ' FIE�� f11[SPEC�f011r ��PQR7" :�a�� 1 ot 1: Client: M.A. Segale,InC. Date of/nspection: M8y 7th,1997 Pro�ecr: Cedar Crest Development Permit No.: N/A P.O.No.: N/A Address: 3rd Avenue East, Renton Job No.: 1150 Contraci No. N/A Contractor: CIiE�t Report No.: 09 Project No.: T-0682 :.;���. __....._..._�..__.--�--.....�__--•---__.._._...._..___.�. . I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled soi/s in-place density testing. The contractor was work�ng north of MH#14. This area is approximately 3.5 -4'below grade. As requested, 6 each in-place density tests were performed in this area and recorded over 95.0%, as per a�tached copy of in-place density tests report. Also, 1 each in-place density test was performed next to MH#3. This test was ; recorded over 95.0%, as per attached copy of in-place density test report. � � En 'n r� I Qeo � e� MAY 1 5 1997 - _=°��--:- �--------�_�--===� weather. FAIR- 60°F� 12:00 HRS. Inspecfor: CARLSON/fl»d ........................_..................._........_..__.....-�-�--------�-�---._._..�...__....._...._ ...- �---------�--_..._.---_._._._......... cc: Gary Henderson (GeoTech Engineer) --�--- �------------------�--�--�--._...-�--�-�--�---__....__.........-�--.._..------------._._............... �E�o.m�,- �N.�: F-rma�. ReviewedBy: � Y1 � ' - ---- -t - - -- - - �Er. .. t� MAy 121997 GONSTRUCTION TESTING LAB4RATORIES, INC. �ssuEo .......................................................,.......,...,....................................,.....M„�,,..n..................................,..................................M....v.Y......,..h..........�.,.,......N.,..,.N.�10111 Soufh Tacoma Wa�Suite�D-7� Tacoma� WAj�98499 Y, � , Tel. No. (206) 588-0805/Fax No. (206) 588-0928 :..... .....::.......:.::::...........::.,.....,.:. .....:....::::::.:::..:•:..:..,...>.�.. :.,,....�:..::..<.,:�. .�..,..«�.:.:::.:::.:::.... .::: :. .�.�.�.:��.�.,,.�.,,.:aw:,:7...,.::,:..��.,,,.. .. ,... � ... . . ... .,.. .R.: .,. ... ..,:. w ..: . IN-PLA�E DEN�ITY TE�T ��l�O�??T .�::.:. .�. ._�..�.�.c.... . ...-!�. .....: '.' .��. ,. ._.-� .I� �.. �.�.:- . . ...,...i'�. .....ar:��..r.....a... .x.r.+r.s.F >> � .r . . ..... a.. ......... ...>..a.. ... ...... . ..... . ......... ....... ......... ..... ..... . .... ....... ............. .. ..... ... ............ CLIENT: M.A. SG'gal2, II1C. DATE: May 7th, 1997 PAGE: 1 OF 1 __...____. .... . _........................._...................................................................................................................... .................................................................................................. ............... _._ _..__.. PROJECT: Cedar Crest Develop►nent PROJECT NO.: T-0682 REPORT NO.: 09 ............................................................................................................................................................................. ................................................................................. ................................... PERM/T NO.: N/A JOB NO.: N/A ...................................................................................................................................................................... ......................................-•---.......................................... ................................................. ADDRESS: 3rd 8 Edmonds, Renton CONTRACT: N/A P.O.No.: N/A . ... . ... .... ......,. ..... ..�...._ .. ._�.._..,... .... .... _. ..... CONTRACTOR:Clienf TECHN/C/AN: G.CARLSON/fmd ...................................................................................................................................................... ....................................................................................................................................................... IN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAXIMUM DENSITY TEST METHOD: ASTM D-1557 ....,.V. .................................. .... ... ............. .. �.:.:...:o-y<::.:>:::c.,s..�.>::::.sr�:ax:;:>s�. ... .. E•ws�:n:�o- �.�.:: s-..> w:..:�.w:.,•..:..:.:•:.,.:�:;:::��.:� �aa�.�r•, ... ... a•,•x .� �:�::-....:.�.:..�...::� ...,�.:�:a..,:::<.,...;.,;..,,. ,....n: . .... .................S.v+.� .. . 5.��.....♦ 0............. . . . . '�} � -.......:... ... ♦ ..�. .k�. 6�' !+ti^i:.r'i+.R•�b-� { '}�: �.............. .._ ......... . ,... . . ... ........ ....t:.... .. . .... ................ ... .Y..... ..vs.wE`.:.'.'a•. :�.'^. ..3R.:. ..l.k........ :R. �s .:. . .. Y`�??s 4 . , ... ... ... .. ... .. a�e'.�'�'. o §�' . _. }.:`:' . ..:'. '.. � � �FIEL.L� L�E'NSl7'Y � P�R � LAB CLIRVE � PER � ,GQM• € . 1TEM � TEST ; � �AB C�NT f� �� CENt � PA+CT: � NO. t N(� s ELEVATION � ' LC�CAr��C�N �CUf7V�; �.BS. ; CU.�'7'. MONST- ` `ORYW�" CyP7'JMUM � COM- � °r� � � r � < NO ` WET DRY �R� #!C�' WAT�R % > PACT > REQ : � . � . �� . � - � ' �'. o- ��� F > �.:.:... .....Y...::.:::::.::.+..::. ........:�........�... ...>::,._.. ......;:............ � . . . `� ._.. . .. ...... ..> .. ... ... ...... .... ..._... _.._,. ,.. .... ..... ; .. .........,..,n..,.....�.,.c... . .,......... _..�.5.. y Y I..::. � , . : ... -:: .......�..... ; 01 � 33 -2' �Road fill approx: 100'south of MH#13 ' P 1 124.0 ; 109.0 13 8 110.9 17 0 98 3 95 0% ; .,.... ....�........................... ..................................................... ...........................r............................................ ..................... ........................ ............... ............ ..4.. .. ... � � APPROX. 200 NORTH OF MH#14 , t ..:.................�........................................................................................................................................................ ................... ..........................;....................... ..................................................ti.................................................. .................... < : 02 ` 34 ; -3.5' S0' West of road cenferline P-1 997.0 � 107 0 9.3 110.9 I 17 0 96 5 95.0% < _ . _. _ .. . __ ,_ ; ' 03 35 3 5' 75' Wesf or road center bne " 116 0 ; 105.5 9 9 " " 95 0 " � .... .........�.. . ......... .................................................... ............. ..................... .................. .................. ...................... ........................ ................ ................. ...... ....... ...... .................................. ...... .. .. ...... ... .. .. .. .. .. .. .. ...... � < APPROX.250'NORTH OFMH#14 � { .: . ..........................�........................................ .............................................................................................................. ..............................................F .............................................................................. .................... ....................... ' 04 36 -4' 100' West of road cenfer line P-1 198.0 ; 105.5 11.8 110.9 17.0 95.0 95.0% :. ............. ................. ....................................... .................................................................................................................................... ......................................................................... .......................... ............................ ..................... ...................... ; 05 37 -3' 75' Wesf of road cenfer line " 123 5 � 110.0 12.3 " , " 99.2 " °� _ _. . ..... .._. . .._ __._ , ........�... .,. ......,_�._.. . ...... ..... _... .._, ..............__. .,. .. ..............j....,.,. ......_ ................_ .. ... ,.. ; : 06 : 38 -4' 200' Wesf of road cenfer I►ne " 124 5 � 109.25 14.0 " I " 98.5 " ` .... . ......... ...... ...... ......................................................... ........................... .................................. ....�....................... ...................... ....................................................... ..................... ................... � : 07 : 39 -3' 200' West of road center line " 120.0 � 107.0 12. 1 " � " 96.5 " ? � .. .................................................. .................................................................................................................................... ............................................... ........---....... ...................... ........................ ................ .................. F ` .. z. ... ....�........................................................................................................................................................................................................�.................... .................. ........................�.......................... ....... ..... . ...... .. .. . . .. .. ... E : ,: . . .. .. ...... k � � � . . . _. _ _._.. . . . ... ._ . .. . . ' . . . ..._ . . . . .. .. . ......... . : � ... . ... . . .. . . .. . . . ... . . � ., .. ................ . _..__.. . ........ .....,.... . . . . . _. .. . ... ............ , � . ... .... .. .�....... ..._ ._... ............ ....p... ' . .._....... .. ..�. .... . > . . ... . . . .. . . , i ' � (� f � .. .,��� ����•��i6i . � ..�:�:.,w,��,,,W�.,< n �.r.vl�•�..•:,..:•,c.�,.�.� �.�•:.,�,w:�,,..� '........ ...:..�.v��.x::a.��:v�:.y.:v:::•nvr.wMviT�v.Svx.Nn•a'tfw�.:.nY:W�nvYxrnv:V:Y:v/.•:v::fn•.�v.v�[a%.•Yf.'wRXrrtVis4auAiVitNx>.•w:o.0.vrfv.. . . ..l�nR.oWAioWiPw REMARKS: ............................................................................................................................................................................................................................................................................................................................................................. ............................................................................................................................................................................................................................................................................................... .......................................................... ....................................................................................................................................................................................................................................................................................... ...... .t1........... DENSITYFTW FILE NAME: 6T06tt.009 REVIEWED BY. .. ....�.. "1�..f\(�....�...................•....... / I � CONSTRIlC710N TESTING LABORATORIES, INC. -� :��e:� 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 �'� Telephone (206} 588-08Q5 Faaimile {206) 588-0928 ��E�� ��vs��cr��� R��o�r ���� � o� , Client: M.A. Seg2le,InC. Date oflnspection: May 12th, 9997 Pro�ecr: Cedar Crest Development Permit No.: N/A P.o. No.: N/A Address: 3rd Avenue East, Renton Job No.: 1150 Contract No. N/A Contracfor. Client Report No.: 10 Project No.: T-0682 �.--- --•--- -- ._. _.. .__-----------�-------� :����s� ���:��> I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled soi/s in-place density testing. As requested, 6 each in-place density tests were performed (using ASTM D-9557) on the compacted borrow frll placed throughout the project. Density tests performed at random locations. All density tests performed exceeded the 90.0% of the maximum density requirement, as per attached copy of in-place densify tests report. w�me.: CLEAR Inspectar: D. MITH/f d ..............�-�---��------�--�----.....___----_.-_.__._---�_.__.�_..------�--- .�..__._- �-------._.--- �----�----�----.... cc: Gary Henderson (GeoTech Engineer) `� .............................. ��--.............._.._..................-�-------�--�-----�---��---�----------...._. �n.Fr FiLENAME: F-T06d2.010 Reviewed By: CONSTRUCTI�N TESYING LABORATORIES, INC. .... .... . . . .. .........: ::.:...:.:.::::::::::::::::.:::.:::::::::..::::::::....�:::.::::...::::: :::::::.:�:::::::.:::::::::::::::: ::::.::::.::..�: ::::,.:::.::::::::.:::...::...:.:.::.::::::.::::.::::...:::::....:::....:.�:....�....:::::.::.::..:.............N..x::.M..v.....v...........�:::::..v..�::,..::::,...::::.:�...::.w�....:::.:::.�::::::::::::.. 10111 South Tacoma Way, Suite D-7, Tacoma, WA 98499 Tel. No. (206) 588-0805/Fax No. (206) 588-0928 ,. .:, ::: ,., .... ..:. ... . ... :.. , . :.,.. .,,. ,, .,..... :., �,. . . lN-PLAC� DENSITY Ti��7' R�PORT . :..f _ + ���::�. . ....::>: .... ..w:S: .....::. ......:.: ....,;.:. .......:: ........7' ........:... n.:.�. .......:. ......>:..a! ...�.�.:i. r ......:. . .......: ......... .xv...C. ........�i:: v ,....:��: ......... ......... .r....... ....>...:�..»...v.r.ai.. .a.:........ .... CLIENT: M.A. SG'gale,..111C....................................................................................................................................... DATE:..May..12th, 1997 PAGE: 1 OF 1 ...... ............................................................. ............... ................ PROJECT: Cedar Cresf Development PROJECT NO.: T-0682 REPORT NO.: 10 ........................................................................................................................................................................... ................................................................................. ................................... PERMIT NO.: N/A JOB NO.: N/A ......................... .............................................................................................................................................. .................................................................................... ................................................ ao�REss: 3rd & Edmonds, Renton CONTRACT: N/A P.O.No.: N/A _. . ... ... . ..... _ .. . . ,.. . ..... .. ..... ........_ ..... . . ....... _ CONTRACTOR:Client TECHN/CIAN: D.SMITH/fmd .............................................................................................................................................................. ....................................................................................................................................................... IN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAX/MUM DENSITY TEST METHOD: ASTM D-1557 ............................... , ...... �:::�::.;.:::.v..:\?�:"'�i,v,:.:::�ti.�%i:"+:il.�}... t n.:..vti.> �: : • ., ., ..:....♦ �:..:�.:-::-. .r:'::....:: '::..:.-:� .... .. ........ 4Z2 • .@........i- ....� . �.. .\.� ...: �::.�ti.:::.. . .....:2.............b.... ... � .: . ...�:v::::.x ... ....... ........n�•.... .... .. ........ .. . . . �.. ....... . .. . .. ................. •.. ...... .,....... ��2� �'y'.'i>N•..2 d _ry'. .}Y 'C• ::•S:c:�'l.i:n:i::.::.i.�i.f.::: ......:.�`Y .��.13:.....:......�.......... � .;�,-..,�,..x�,�...,.. ...'8�....t.fi. ...,... ..__........ ......._ . ............... ...... ..??�'.�?k?P�......araa:ae`?............. .......... .:..::.::..::::::::•::::.:.::::.:::::..:..:::.:::::.:::.. . . ,�,... ` � � ' i ' � ' � ' ' � PER � PER ... :' GOM- t �. �`. �F1EL.� DEIVSITY � ! LAB C(JRVE � ;ITEM � 7'E5T � ' � ; Q 1.A8 � �>< ,::., �. .... : ��NT` , .... ,�,� � .� . . �;>�.. � C�NT PAGT N�. NO `' �L�VATICIN LC��1��,IC�IV £CURVE? L.BS CU.FT, . MaJST <` pRYWT:! dPi'IMUM � o � :. r Nfl W��' DRY � ; a � �(]M� � � � ' : ' : r ': '. � UR� ; ' # ER / ' i�AGT RE�?� i C� WAT � ,. .::<:: ..: .... _ , , , . ... ., „�x , . .::: ,,... ,...� ..... .: .....:.: ..,.,::� ......,::;:.,..:.:......::.:.:.....::..;.. . .<:: ,>: . e .. ,:::: y:.. . ,. :,: :: �.. '':.;. -`.a .:;,... :.:: . ...:'. _::,... . � AREA SOUTH OF CB#15 3 ' � ; .. . ... ...... ............................................... .................................................................................................................................... ...........................�....................... ...................... ..........................�............................ ............................................ > 01 40 * 40' West, 30'norfh of SE corner P-3 118. 1 j 110.4 7.0 910.9 17.0 99.5 90.0% > ................. ........................................................................................................................................................ ...................................................................... .................................................................................................... ....................... � ; 02 41 * 40' Wesf, 60'north of NE corner " 115 0 � 107 5 7.0 " '• g6 g „ ... .�... .�.�... ,_. __ � 03 42 * 40' West, 20'soufh of NW corner " 114.8 906.9 7.4 " " 96.4 " ; . . .. ......... ..............................._.--��---................................................................. ...-�---�--......_............................... ............._....... ..........................�............................ ..................... .._..........--� ; AREA NORTH OF MH#1 �......................................................................... .............................................................................................................. ................... ................................................. ..................................................�............... _ .............. .................... ...............o...... ' 04 43 3' 20'North of MH 40'wesf " 114.5 103.1 11.1 910.9 � 17.0 93.0 90.0/ :: .......... ......................................................... ...........................................r........................................................................................ ......................................................................... .......................... ............................ ............................................ : , , , .. .� .. „ 05 44 -3 30 North, 20 east of MH 114. 9 102 4 91.4 � 92 3 .......... ..._.. __�.. � . . _.... ': 06 45 -3' 25'North, 80'easf of MH " 114.4 102.9 11.2 " , " 92.8 " ................................... ................................................................................. .............................................�. ............................... . ...................... ...................... ............................................................................ ....................... i: . ......... ......................................................... .................................................................................................................................... ..........................�.............................................. ....................................................... ..................... ...................... i ; ................................................................................................................................................................................... ..............................................€....................... ..................................................i.................................................. . # _ _ .... _ .. . _...... .... _ _. ... _ . , .... . .. . .. _. ! _,.::..,...:.h..:::::.,..,....... ...:.:::. ...�.. .... . ..:.:.w.,.��...,.,�,�,.>�Sx,T,.�.�«..,�„t.�.,,.,,�„H,,:��.�.�..,. ,:,:� ....,,W>..:.�.n..:.�w,:.x..,�..<��...M,.�H ���..�..,r. „�..�.x,�vr,.�..��..,��,�.,.y...x,,.�,:.,�.,�....�.,,:��.�„�... .,�, .,:.w�..�..,.. REMARKS: "Approximately 3'above exisfing grade. .............................................................................................................................................................................................................................................................................................................................................................. ...................................................................................................................................................................................................................................................................................................... ................... .................................... .....::........................................................................................................................................................�_................................................................................................................................... ......... .................................. r ., .. . .. p[IJSIIYFIW �..... JNAME� D�106R?Of0 �. r'y REV/EWED BY. ...............�..,_..� �Q}i+' .__..........................._. r�Y , ,`"iCf V+� � �` i �1�;Y 2 1 199? I CO�lSTRUCTlON T�STi�G LABflRATO�tlES, I�IC. �SSU�� .� .�. a 4� 10111 South Tacoma Way, Suite D-7,Tacoma,WA 98499 �.µ Telephone (206} 588-0805 ..,,.,.:....:�::::._..w�.�.:.,...�,..�,.�,�.��>�.:,<�....�.,��s.,,. Faaimile (206) 588-0928 _ _ > ::> FIE�.L31111SPL`��"1�11t REPQRT; : ���� � fl� _ � Client: M.A. Segale,lnC. ^ ^ � � _ _Date of Inspeclion: Mey 15th, 1997 Pro�ecr: Cedar Crest Development Permit No.: N/A P.O.No.: N/A Address: 3rd Avenue Easf, Renton Job No.: 1150 Contract No. N/A Coniracior: ClieRt Report No.: 11 Projeci No.: T-0682 'Y.:[x..h :. .... . .. •.....}. .. . . A . . . . _. .. . . . . . ...::3 1 arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled in-place density testing. As requested, 7 each in-p/ace density tests were pertormed on the compacted borrow fill placed throughout the project. All density tests performed exceeded the 94.0% of the maximum density requirement, as per attached copy of in-place density tests report. All fills appeared frrm and dry. weather: CLEAR Inspector: D.SMITH/fmd ---�--...._-�----------_._-----....----------------------___._ _------- --... ___.-----...._..----------......... cc: Gary Henderson (GeoTech EngineerJ --..._._._-------�----_...._......-�---�----..._�._.___-------___.__ � FIELD-FTW• FILEN�ME: F-10682.011 ReVlewed By' _.._.. .._.... -- ----..__.....__---.. REPORT COIVSTRUCTION TESTING LABORATORIES, INC. MAY 2 1 1997 ........................................................................................,.........,............,...�...........A.,,,....,.....,................,....................�..........,.....v.,.vn.,.,.,,...,.......,,....,..........,.,�.10111 South'.:Tacoma Wa `�Sb1t�+B�' Tacoma WA��98499 ............................................................................ ... .. .................... ........................ .. , , . ................................................. ... . .. ... ....................... Tel. No. (206J 588-0805/Fax No. (206) 588-0928 .. . , ..... .. .. ... ..., .... ... .. ... ... .. .... ..... ;, 1N-PLAC� L7ENSITY T�LST REPORT .. .............................. ............... . ...... .. .. .. ... ... ...... ........ . .v..h�.....................................r.......... cuENT: M.A. Segale, Il1C. DATE: May 15fh,1997 PAGE: 1 OF 1 .. ............................................................................................................................................................... �---............................................................................................... ............... ................. PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT NO.: 11 ............ .......................................................................................................................................................... .........................................................--�-�-�--............... ................................... PERM/T NO.: N/A JOB NO.: N/A __.. . .............................................................................................................................................................. .................................................................................... ............................................._ ADDRESS: 3rd & Edmonds, Renton CONTRACT: N/A P.O.No.: N/A CONTRACTOR:Client TECHN/C/AN: D.SMITH/fmd .................................................................................................................................................................... ............................_......................................_.......---...................................................................... IN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAXIMUM DENSITY TEST METHOD: ASTM D-1557 ...................................................................................................................... .....--..._......._.......................................................... _ . .�<v <.�....�.<.,..,.�::�:.n:...,:.v.:�n�,.,.....,:.� . ��- ,......:.:,..:: :::.:....,�::>..:. ,... �..;{;n}}:::YSi.Y�. -'g� i -R.- o :-�C:v: o{>:<;;r.�:::x.4.:.::•{?ki!S'+. ...5.:4.. -.7 F. �M -+Yf' }\4. ..... .. ',+.: ...............::.:.F.:.�.\...:1...::.v: .�+: . ......................... ....n.... �.... .. .. . . 4K';�s, �• .. . . . .�.�}��. .'�...... ... .............................. ...:. ::..x:x:.:v.:v::... ... .. .... . . n ......... ................ ..........� . ..:::.;.,..v.::v:::::'v:v.: ... . . . , ...iv..tn+ ... a v� ... .... �+�i�.�S'�X� . Y... :..: ' ' ::.:. ...",�q ...:+. '. � � < � � . . . � . # : f�ER , ' � PER � Ct�M- = F ; �FIELD L�EIVS17"'V � L.AB CIJRVE � , rr�M � r�sr ; E��v�arioN � Lt�+CA7'ION ;cuRv�:� �c.es ,n.,�u.F�, � CENT £<. .. . :.<..� . .;.. .� C,��VT � w�a+�r ; NO. � NO. r � ,. , � MOJST- F; DRYWT, OP7'IMUM � COM- � r� _ � � � s N t 1 ,� W E T D RY' � UR� �; #>Gfi WATER / � PACT � RE�? . k ..':: ...........ti:... ' � 4 ' . ..... �. - ' � :: S �.. , . .. , .. .... ... ..... ... < .. , . . ; .. ...... J�...�..........�...�.,.::a.:::::....... ... :..:•:•:;:o-:::... .......��:.::x:.,nua:wvr..rx:saa»am,,,;..,..>.:a...............r......x,.,........, .�. .a.........a. .,...... , ..... . ... ...... __ . ... .. __ . ... � ............................ ..'.'. >..�c.�� ..........:.. '�� ��. ...- ..; `.; ... .. � :.............:��.: .. ; � AREA SOUTH OF MH#15 ' ; � � , � � ... ......... ...............}......... ................................................................................................................................................................ ...........................;......................................� .. ........................;......................... .......................... ; > 01 46 � +3' ** 150'soufh of MH#15 & 20'east P-3 914.0 i 906.4 7.4 110.9 ; 17.0 95.7 90.0% ; :: .. . . .................�. . . #........................................ .............................................................................................................. ..............................................�....................... ..................................................�............................ ................-�-�- ---...................t :: „ � , .� �� � .. ,� � > 02 47 � 175 soufh of MH#15 � 50 easf 115.5 ( 107.4 7.5 � 96.8 : . ._ . . . . .... _...... _. . .... . . �. ...... .... .. ...... ....... ... .. ._ ............... ... . ......._..�..... _ _. �. .. . _.; ... ........_ . .._. .. ...._ ; < 03 48 � " 200'south of MH#15 & 10'west " 116.4 � 105.9 9.9 " � " 95 5 " ' ;; ...... ........ . .......... ..........................................................................---.......... ................... ...........................�.............. � � �--.................. ..........................�............................ ...........�......... .................... s .............................................. ... . . . . ... .. � 04 49 = " 290'south of MH#15 & 50' west " 114.9 106. 1 8.3 " ; " 95.7 " r ::..............h..................�......................................................................................................................................................... ..............................................�....................... ...................... ...........................3...............-�--�-�--�--....................... .....................: ` � k NE CORNER OF PROJECT SI TE , } ' �....................................... ... .............................................................................................................................. ........................... ;_._... ,. �............................................. ..........................`............................ ..................... ...................... ; 05 � 50 � +4' ** � 50'south & 10'easf of NE MH * P-2 123.9 I, 914.1 8.6 925.0 � 11.2 91.3 90.0% � : ,_... .. ...... . ........ . ........... .. _. _._ _ ., . ....... ..... . ;_. .. . .... _ . ....... . .. _ __._ ._ ..... .. . ; _.. .. . . ; 06 51 . " 150'soufh & 20'east of NE MH * " 124.1 ! 915.0 7.9 " � " 92.0 " 9 ............;........................................ .............................................................................................................. ................... ................................................. ..................................................�.................................................. .....................x 07 52 S " 300'south & 10'west of NE MH * " 124.5 { 194.7 8.5 " i " 91.8 " � : � ....... ......................................................... .............................................................................................................. ............. ...................... .................. .................. ...................... ........................ ................ .................. � s ; . > F� . . � .: ........,;..................<......................................................................................................................................................... ..... ....................... ................ .................. � E .............................................I....................... .......................................... ...!... ? • ' � . 2 . . ,. ._. . . .. .. . . ... � . . . ..... ...... . .... ...... .... . ... . : . . _.. . . ._ . ........... ........... ......._.,.. ........,. .......,::. .,....... ......... ...._.._ .... .._.....,... .... . ........ .,. . . .. .... .......... ; i : : : ��..,,.;..:.::.:�:.::::..::::::.::.-��.. .::.::.::.. ..,r:.:,..... ....:�:.,.w� � :�.:,.::.s�:vxca.srxorxv:on.i.s.��xwx.awrx...w..w.a:.r.<:•a.v::.:r:o>.�rx•::rxs:�•x.. ..>v:�.a.wv.ve.v.,i.�vr..a.«<.r.�a�r.•x�l.<•x.vr•xww:..a.�r.r,:wx•r.R.w �......s.v.K....w:vxax.r.<a.r�.s.:a�mx.cn�.:wowxav.� .»x..+r.h.ra.wuw...: .,., .......... } . ... . > . REMARKS: " on existing bank at NE corner of projecf along Edmond Stneef. �D�[On **Apprixomate elevafion above nafive subgrade....................................................................................................................................................................................... 1- «�a� ..................................................................................................................................................................................................................................................................................................................................................................... ... .................................. .... .. (JENSITY.FIW/FRM FILE NAME: D�t06Bt.011 REVIEWED BY: ...... ............. ............................ MAY 2 9 1997 CONSTRUCTION TESTlNG LABORATORIES, INC. iSSUED v�'e�,_ 10111 South Tacoma Way, Suite D-7,Tacoma,WA 98499 p, .- ����� Telephone(206) 588-0805 Faaimile{206) 588-0928 F1ELD INSPEC�'lON 14EPC?RT ;' Pa9e � of � cl;enr: M.A. Segale,InC:....................................................................................Date of/nspeciion:.----Mey 20th, 9997 .......--�--�-��--� -- �- -...... Project: Cedar Crest Development Permit No.: N/A ...........................................�-��-------.....-----..............._....._...._....._..-�--�---�--•�-�-�--�--.._..-�--- �----�---�---�------........--��---.................................... P.o. No.: N/A Address: 3rd Avenue East, Renton Job No.: 1150 ...........................................�--�--.......-----�---._.............----........_...................................... _...._......._.._..........---�--------................................. Contract No. N/A ...............................................�--�--..............................._................_.....--�---.....---......... .....---...................._......._......._............. ......... Contractor. CIIeRt Report No.: 12 Project No.: T-0682 ;�»,� .............................�--�---��---.._.........-----•-�--...........--�---�-�-�---�----.......---_................- -�--�-----....... ................--��-�--.. ..�n...�,.,.,.:�.,�,, . < �:<.:::;. I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled in-place density testing on the compacted borrow fill placed throughout the project. As reqc.�ested, 91 each in-place density tests at random locations for the above areas around MH#15 and MH#16. All density tests performed exceeded the 90.0% of the maximum density requirement, as per attached copy of in-place density tests report. Qeo En�ineers ,�1.'� U L w�.i ^ -����-- �:-------" � - - -� ,....,...,...,.,....... � ,...... . ..v.,r�. weacher: CLO UDY Inspector: .SMI TH/fmd ......................................... ................................................................................. ....................................... .... __ _. cc: Gary Henderson (GeoTech Engineer} ' p ... .. ........................................................................... ................................. Eiero.rnv - FLLENaME: F•TUidt.012 Reviewed By: `^ `��� `/ \_! � Cr. .. - I M AY 2 9 1y:,� CONSTRUCTION TESTING LABORATOR/ES, INC. �ssuE� .,..,,w.,,..�.AV..�.,,.�..,,w,..�.,,M..�.v�,,.,..,.,,v.�...�.M..K,..,�.,vHn�,,.,,.x,,,.�,.,�..�,.��.�hh.,,...�..,�.,,,rM,.....,v.,.,.,..w.,.,,........,�.......,,,..............�,......�,,,,,,,,..,.,,,�v..,,.,.....�..N..N.,�..�..w 10111 South�Tacoma Way, Suite D-7,µTacoma,�WA��98499 . . . . . . . ...... . . . . .. .. . ............................... ... . . ...... . Tel. No. (206) 588-0805/Fax No. (206) 588-0928 . :.: .. ...... . ..: ., ... ::::. ...... .. :. ::. .::,. . .....; ; : lN-PLACL' DENSITY T�'ST REPORT ' , ; .........N. . .. . .... ..... ....................... ......... ......... .......... ....................... ......... „......,,..... .... K.... ....................... .. ...............................................................,� cLIENT: M.A. Segale,..lnc:................................................................................................................................... DATE: May 20th,9997........................................................PAGE: 9 OF 1 ....................... ............. PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT NO.: 12 .................................................................................................................................................................................. ................................................................................. ................................... PERM/T NO.: N/A JOB NO.: N/A ................................................................................................................................................................................... .............................................................................. ................................................. aooREss: 3rd 8 Edmonds, Renton CONTRACT: N/A P.o.roo.: N/A _ _ CONTRACTOR:Client TECHNICIAN: D.SMITH/fmd ....................................................................................................................................................................... ........................................................................................................................................................ IN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAXIMUM DENSITY TEST METHOD: ASTM D-9557 ..................................................�--............ ::::::.......... 2'•?.. ..., ...:. �< .., .,. ••...'�pi��'��?L•,�o r,; r X�. f; sti F.ceac o �-» fY 'rs<a .__. ?:: ..... .. . ; . � � . . � . . C . � . '. . � . . . , . . .... . ' �: �F'�^ ' � ' � .��R � �COM'...��. < ' ' � ' � FIELD DE'1�ISlTY LAB GURVE f , <. .... ,: .<', �CENT . >n: ....,, ..M..:.... �:. . CENT ,; PACT : z 1TEM T,�ST � �.LAB .... � IVQ. !VD ��.�w,ar�anr � LO�AT/ON } CURVE: L.BS cu Fr � �alsr- € fJRYWI:; 4P77MUM � CpM t, D/ ; i , � : ! ' , .>NO Y s u < ,�#I CF.` � WA7'ER � � PACT :. l�EQ, ` > ; < , W,�T �R : R'� s >. � > ;A.r�.r,�..,;��;.,,�...�;;.; .::. ... ;.u,:: .�...:..: ,:.....:ti �... ;.: :::.,..K< <.�x.�,�n�.�,::,,x,.:.,..,... ' - _ __ .. ........: ...... . ,. ;:.... .:.. : :..:. ,:,. ::<: :>>. _ .::�> , . : ....01.... .....54.... . - 7' * 60'north of MH#95 f P 2 } 924.4 : 193. 1 ' 10..0... # ...125.0 ......11.2 1 90 5 90.0% �: ....................................... . .............................................................................................................................................................,.................................. ..... . ...........<... .. ...... .......... ..........................; � 02 55 " 20'north, 20'easf of MH#15 " 128.0 � 113.3 13.0 " ` " 90.6 " .......................... ......................................................................................................................................................... ..............................................:....................... ..................................................:.................................................. .....................;: „ , „ ,. ., „ 03 46 120 north of MH#15 126.3 . 114.3 10.5 91.4 �_ . __. .. .. ....._ _..... ....,.. .. _ ... . ._ ...... _ . .. _ . . : . . . ... ' 04 47.......................".................. .150'north, 20' west of MH#15 " 126.2 : 115.6 9.2 " . „ 92.5 " � . : ,............... ....... . .......................................................................................................................... ..........................:.............................................. ..........................,............................. .........................................> e 05 48 " 20'north, 30'east of MH#95 " 926.8 ; 917. 1 8.3 " " 93,7 " ;................................ ........................................ . : :: ................................................................................................................ ...................................................................... ....................................��...........,.................................................. ......................<: . ; 06 49 " 50'north, 10'east of MH#15 " 127. 9 i 914.4 11.1 : " 91.5 " : �............... ................. ....................................... . ................................................................................................................................. ..........................,.............................................. ..........................:............................. ............................................; „ , , .. „ ; q 07 50 100 north, 25 east of MH#15 " 924.1 ; .193 4 9.4 " 90 7 > � __ _.. ... ... .. _ , . . _ .. ........ ... . �... ...,.. ........ _ _.. .. .. ..... . . . ...�....... _...._ ... _. .... _ .. > � 08 51 " 40'south, 20'east of MH#15 " 922.9 ` 112.6 9.1 " " 90.1 " t ............................... ......................................................................................................................................................... ..............................................:....................... ..................................................:.................................................. ......................:: :: 09 52 " 100'south, 30'east of MH#15 " 126.0 ; 115.1 9.5 " ; " 92.1 " > ...................................... ...................�---............................................................................................................. ..........................,.............................................. ..........................,...........---............... ............................................} � 90 53 " 100'south, 50' wesf of MH#15 " 125.7 ; 116.4 8.0 " " 93.1 " .............................. ......................................... .............................................................................................................. ..............................................�....................... ...................... ...........................;.................................................. .....................: .. 11 54 " 10'south, 100'west of MH#95 " 926.4 ' 115.9 9.1 " ' " 92.7 x " " .. _... _... ...... _ ..... __ . �.w..��.�..�.��,.� �.x..A� .�KK��.�.1M��.�.��..,�.�..:w ...��...,:�.��..�.K...Y:.� ...:....A....µ���.�,.KK�.K.:v .....` �. .�.� �.vr�...�.�.�....�.�...� ..Q.NF�SR:�..�i �.....:.......�.. r�....:.. . .r.� _ REMARKS: "Approximate depth be/ow finish grade. ..................................................................................................................................................................................................................................................................................................................................................................... ...................................................................................................................................................................................................................................................................................................................................................................... .........................................................................................A........................................................................................................................................................................................................ ...... ... . .. DENSITY.FtWiFRM FILENAME' D-TOBt2.OfY REVIEWED 8Y. .��,�. . .'..............'..,............... REPORT CONSTRUCTI4N TESTING LABORATORIES, INC. JUN 0 3 1997 I I ya,c, 10111 South Tacoma Way,Suite D- ,Tacoma,WA 98499 Telephone (206) 588-0805 Fauimile (206) 588-0928 FfELD f11dSPECT'IDN R�'PQRT ���e 1 of `� ' Clienr: M.A. Sega/e,InC. Date oflnspection: May 23t'd, 1997 --�--.......--�..................................�---........-�------._.......--��-�--�---._...._........................_..----.._... .--��------��---........................................ Project: Cedar Crest Development Permit No.: N/A P.o. No.: N/A Address: 3rd Avenue East, Renton Job No.: 1150 li .............................................................................................��------._........._..._.....----.... Contract No. N/A Contractor. i.11e�t ................................................................................ Report No.: 93 ProJect No.: T-0682 ...........-�............................ .---...._...... ---......................... � �'..s? :H�`;>;::<::.<.:>�:::s::> I arrived on the jobsite to perform special inspection and/or field testing, for !i today's scheduled soils in-place density testing on the compacted borrow fill placed throughout the project. As requested, 9 each in-place density tests were performed at random locations on the compacted fill in the areas of MH#15 and MH#16. All density I tests performed met or exceeded the 90.0% of the maximum density requirement, as per attached copy of in-p/ace density tests report. � , Ceo Engineers JUN0 � 1997 - ..,.., -- :���.-•-- `�' _.-.-- /,�1 ,.............,....... ................_..�...,.,.,...............,�,...M.........,.�,,...,.......,.......�,...._......w......,.pA�...,_k.:....,,..�. ......�..................... weacne�: SHOWERS Ins ecto�. .SM1TH/fmd _........................................................................................................................ ......... .... . .........................._____ .... cc: Gary Nenderson (GeoTech Engineer) (� ..................................................................................................................... , � F.£r� Fzv - RLE NAMEr F•T@6d2.017 R@VI@W@cJ BY: REPORT CONSTRUCTION TESTING LABORATORIES, INC. ��N � 3 1997 .......................................................................................................................�...............................................................................................................................:::.10111�South�:.Tacom�� :..�e�D 7f:Tac::.�:::,.::::::•:A:..:9849:.: ....................................................................................................................................................................................................................................................... � , , oma, W 9 Tel. No. (206) 588-0805/Fax No. (206) 588-0928 ...::.:::...:...:...:....::..........:..:.:.....:.::.::.::.:.::::::.:....:::.:...:.:::::::::.::.:..:::. ::::.::..:::.:..::. ..:. ..,::. ..:..... . ...:. ... .�. .� �,w.�.T,�..:�.�. :� ...:.,, .i _ .... IN-PLACE DENSITY TEST REPORT ' - , :;. ......:�:. .... .:::. .....:::. ......::. ....:::..::::.. : :::: .::: .::: ........ : .:::::. .....::: .....:::: ......::: .:......v ..,.,:v.:: .r..���.. . v. .}a.4.va ..J.....r� ...n�.xl.nv.vfn+xorhil>TT..Nr..Wir.4 n,:..v......v ....r...l:� ...::.:�x�.? cL1ENT: M.A. Segale,.lnc.... .._..._.... . ...... ......_......................... .......................................... ..... DATE: May 23rd,..1997 PAGE: 1 OF 1 ............................................................ ............... .............. PROJECT: Ced8/'C/eSt D@V@IOplI7@I1t PROJECT NO.: T-0682 REPORT NO.: 13 .......................................................................................................................................................................... ................................................................................. ................................... � PERMIT 1Y0.: N/A JOB NO.: N/A ....................................................................................................................... .................................................................................... ................................................. ADDRESS: 3rd & Edmonds, Renton CONTRACT: N/A P.o.No.: N/A _ . _ _. . coNTRACTOR:Client TECHNICIAN: D.SM/Tl�/fmd ....................................................................................................................... ..................................................................................................................................................... IN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAXIMUM DENSITY TEST METHOD: ASTM D-1557 �:.:.�:..,. >.,�.HH, ........... ............... ........... .... ......... � . .:. ,....... ......: ..:,:......:.::.......:.,::,.,:..::,::::....::::::::..:.::::::.:.:::::::::.:.::.:.. :..... .:.::,..,..�:::.:. ...:.:.... ,....:.::::::.:..:::.::.::...:.., :.:::.. � ro �k r ..<.....,.¢�s»-¢e.........a....�:...... . .... . �:..�::::::::::...... ......... .�c�x�aws:zc .aR:..x^.................... . ..:.: ................ ....... .......... .........:::........::....:.... . :::.. ::.:...�:.....t........,..<.;:.,....... :::.-:.. ... . ..�:•.�:•�:::-0::<�.;<;.::::;::.. .........a........................................................................... ....::;;.::........,. .:,;..;.:...;�:•o:•o::�:;::.:;::>:_.<,. ......_..........�`.._.........................::t::,...::.?k:>::::::::..::::..::....:..........................::::.��� . � � . . .. ... ... .... ........£ ....... .... .. . .. ... _.... . .. .. . . 7 . . _ .::::.. .. ..,......... ... . .:. :::. . . } z : ' � PER � PER � COM- ; , � FIELD �ENSITY � LAB CUf7VL� '> � �ITEM � TEST � t: LAB ,. .....: ' ' �: CENT ;: ......:; . ,..<,<_ , GENT . PACT s ELEVATION � ' ' LC�CA TION ' CURVE: LBS CU.FT , ORY WT'. OPTIMUM ; F o � � NO. � NO. � � : , , : >, 1Na/ST , COM• � / � � _ y � < �ND � WE7 DRY URE x , �JCF WATER % z PACT � REQ : � ::>:; ....>..a:. .,.:::. .<..x��:u..,. .��;.: ' ' , : , ..... __ _.... ..... .... .... _ � _ ....,,..w. ......::. ......... ti : ; .. . ::. : .:.. t . ... .-, ...... � ....:::: MH#15 ..�. . ......... :... ..� .. , .... $ : J ; _ _........... ................. ....................................... .................................................................................................................................... ................................................. ....................... ..........................t............................ ............................................ � 09 65 - 3 ' 50'soufh, 10' wesf � P-2 � 125.9 ; 112.9 90.8 � 125.0 : 11.2 � 90.3 � 90.0% > ; ..................................... ...............................................................................................................y............. . ..........................;....................... ......................,:...........................,............................ ..................... ..................... � 02 66 " 900'soufh, 30' wesf > " 126.4 ` 913.5 11.4 ; " " ` 90.8 " � _ _ , _ ___ _ _ �� __ _ _ _ _,, _ II . _ _ _ � 03 67 900 south, 100 wesf � 128 0 113 9 92 4 91.1 ;....04..........68....... �� �50'soufh, 75'wesf � ,,..............126:.1......;.....914..6... ......�0:0......;............"............'............."..................91.7.... ..........��.......... ........................................................................................................................................................:........... ; 05 69 " 10'north, 20'wesf � " 127.0 : 9 94.4 11.0 " " 91.5 " ; .......... ................. ....................................... .................................................................................................................................... ..........................;............................................. ............,............:............................. ............................................ ' 06 70 " 25'north, 75'west " 128.8 113.4 93.6 " 90.7 " _ _ _ . . _ _ . _ _ _ , ___ _ _ __ , _ . __ _ _. __.... 07 71 " 100'north, 25' west " 129.1 � 916.7 90.6 ' " " 93.4 " . • , ............................ ...................................................................................................................................................... � , ...............................................:..................... ..................................................:.................................................. ....................... ; MH#16 : ; ................ ....................................... ..................................................................... � . ; ; ............................................,,.................. ...........................>..............................................¢..........................;............... . . ............................................ : 08 72 � - 3 �20'east #.....P-2..........128..4......:.....1.�.5�.9.... ......10:.8.....'......125.0......:.........11.2........ .....92.7.... ..90.0%... � _ . .� ..........� ........ .......... .... . . ... _ � � . , 09 z 73 # " ;25'soufh, 15' wesf � . " 129.5 : 9 97.0 90.7 � " : " . 93.6 " # '..............g... � . .... . . . � # ; r ; 4y ....; 3 C.......::..,�...o.a.....,....v...........,..v...,..,:.,.w��..�v:.::..:..,v..::•....,•:::.�....h:-.,..�,� �.a.«.:...:::..�::::::•,.,.. �::...,..�.av..4w,..,•..v..:::�:::....::::�.,...,.�:.:,,�.:..,:.:.vw..�.o-: ..:-:�� ......... ....��,:::a;.:.,�.w�.�x�u,i.xa«.a.«:.::�,.•.v..:•.�.:•:h•:.�c...,u.,n.�.�>.x�::�.c-Y...,..x,...� .,�......:....,�.� �.8,�.:. :. :.. < . _ ........ . .. REMARKS: .........................................................................................................................................................................................U.O�.��.��� ..................................................................................................................... 'f • � �. . ............... ... .......................................... .......................... .... ................/..... ... ...... ....... . ......... ................... ........................... ...... ............ ..... ...... . ......... ..�� ..... DENSITYFTW-FRM �,;ENAME� 6T06E2.01) ` � REVIEWED BY: . .. _... '• . ..__. .__..__.... �m JUN � 3 1997 CONSTRUCTION TESTING LABORATORIES, INC.�SSUEC� �'�, 10111 South Tocoma Way, Suite D-7,Tacoma,WA 98499 � Telephone (206) 588-0805 Faaimile (206) 588-0928 �IEt�I� fl1ISPE�TIQN RE�'UF�T _ : __ ' Pa�e 1 of 1 Client: M.A. Segale,I�C. Date oflnspection: May 28th, 1997 .......................... .............�--�--.......__......................----............---..........................._. ......._......._. .................................. Project: Cedar Crest Development Permit No.: N/A ..............................�--........._......_....................-�----�--..__...-----�--.._..-�--��--�--......---......... ......................._..---.._....................................... P.o.No.: N/�4 ____�. �. ,_.___._. _ .__ address: 3rd Avenue East, Renton Job No.: 1150 Confiact No. N/A .......--�---��...............��---...............-�----......................._........_._._..._....._.......---.._.._..--�-----. ...__........................._..................................... Coniractor: Cli2nt Report No.: 94 Project No.: T-0682 .....--�-�------�-�.....................�----....---------.........._--------....._........._....---.._....---�------� -•----•-----.... ............................ ::?<4 tor' f7>�^? :.. . . .. . .. . . . . . . .dwa:..:..x:.. I arrived on the 1obsite to perform special inspection and/or field testing, for today's scheduled in-p/ace density testing. As requested, 9 each in-place density tests were performed at the SE area (approximately 7' below the finish grade) and NE area (finish grade), as per attached copy of in-p/ace density tests report. weacner: CLOUDY /nspecior: .HONG/fmd . ...........................................................�-��-------�---�-��--�-�---�--...._................ ................................... _ _ cc: Gary Henderson (GeoTech Engineer) h .................................................. "`� . .--�................................�--........._....._...............----� Reviewed B : r F7efD tTn - FILENAME: F-717id2.01I (R-0S�I9N7/T-0SJ2A�/n y � / �d� A CONSTRUCTI�N TESTING LABORATORIES, INC. ��� � 31997 ............�..v......................�........v....,A..r»...........................N.......................................................,..................................................................................................AA�A . .... .. � ............ ........ . .......... ..... .... . ........................ . ............................................................................... .............................................. .. ........��...��.Yr....::...........,:...�::......:..�.. . .....vh....Y�.�...x.::.. .............�..................... ... .................. . 10111 South Taco �a ay, urfe D-7, Tacoma, WA 98499 Tel. No. (206) 588-0805/Fax No. (206) 588-0928 .... . . . ..... ,..... ,.. : : :., .,, . v �. „ .. .....,. ..,; .... ,.A,.•n, .,kv �..:._. ::. .: . ... , , ; , ; ; IN-PLAC�' DEN��'TY T�ST REPORT : _ _ ,, _ : ♦.:...v�..1�.�.t.. .�"�� ..n�.tiv4.t r.�w.M1:v \\..�v..... \J a\�.ti.�.:� \huw.�.�w ».�.r.��: .v.�..... ....n::. s....v.:. ..n.n�'VAiT�nvn�Av.•.4r.w.•. .�.....::n ♦f...�.tix�v..vn\•.lHv�v:v: ».n...v ....u�.v . . ..... .....�... ..v....M cL1ENT: M.A. Segale,..lnc:................ ......................... DATE: May 28fh,1997.........................................................PAGE: 1 OF 1 ................................................................................... ............... .............. PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT NO.: 14 ................................................................................................................................................................................. ................................................................................. ................................... PERM/T NO.: N/A JOB NO.: N/A ................................................................................................................................................................................. .................................................................................... ................................................ aooREss: 3rd & Edmonds, Renfon coNrRacr: N/A P.o.No.: N/A _. _ _ .___ _._. _. __ _ _ . .. . .. _. __ . _ CONTRACTOR:Cll@l1f TECHN/C/AN: S.HONG/fmd ....................................................................................................................................................................... .......................................................................................................---�--.......................................... IN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAX/MUM DENSITY TEST METHOD: ASTM D-1557 ................................................. .......................... ......... -- .:.,.,.:,,..•:•:•,: u....�.Q Y?�Q���..'.C. .. . . .`. ....::::v•ni::i4 { "'Mt- ..v..�l'.'S�' ::`:4C :3�C^: �!60Li.ti-Y.?i�n ��..':?C'..�.'....,, .,\.......::..:.:• : ... .. . �. .. ..-. �... :. . • . ..- �.� .:^...., K?R�. :fi.t:.;�� .. .. .. ...., ?.,.� .. ............ .........:...... ..:.L.. vnn. : .. . �&.�x`��n�C''��ceM:''� .. a';{raa�+e'`"°. `:' �ryc' a'S.:v .�" .:.� � , , :.. . � L.� DENS TY � nER PER COM- . , ; , ' ' ' FlE i � LAB CURVE . �ITEM TEST '. �AB �.�.....: .,...�� CENT •»;..:�x.... , . ,a�, .�. . CENT PACT : � � NO. NO. ELEVATION ; LOCA�ION CURVE�' LBS CU.F1� ,� �D1$�; DRY Wl". OPTIMUM �4M �; % ,� � � 1V0 �', WE7' 'ORY ,� Ul,�� #/CF. WA7'�R °lo f�ACT ' R�"+Q. � .A....�v .A... ... ...�..:: .:. � � W >...�..n.} v...n�\�: . .......�....n� . . '��� . .... ........v ..n.n• .. •.n.�.wYixmS•.t:. � ........ . . .�.�:.�.v4.v\•Y:y>x � .. .. .��iv.vn. +� .v.v.. ... . . . .nr nn�tu.s.V.M� Y.w... ..���-� n ...axv� � . ... .........•....•.•.:.�v'. .... ......................�.. . :�: ........ .. n-�n( SE AREA V.� F. .............. ................. ....................................... .................................................................................................................'................... ..........................;............................................... ..........................:............................ .....................�....................... � 01 74 - 7'F G 40'from east, 150'from north P-3 123.2 ' 110.2 91.8 110.9 ; 17.0 99.4 90.0% ................................ ......................................................................................................................................................... ..............................................:....................... ..................................................:.................................................. ....................... 02 75 " 80'from east, 250'from north " 119.D : 105.0 13.4 " " 94.7 " ; _ 03 76 " 60'from east, 350'from north " 129.0 : 106.2 21.5 " " 95.8 " ............ ................. ....................................... .................................................................................................................................. ..........................:.............................................. ..........................;............................ ............................................, 04 77 " 20'from easf, 450'from north " 126.5 ; 108.4 16.7 " " g7,7 " s . , . • ................................. ......................................................................................................................................................... ...................................................................... ..................................................:............... ......................< ; ................................... NE AREA � ............... ................. ....................................... .................................................................................................................................... ..........................�.............................................. ..........................fi............................ ....................... ..................... 05 78 F G 120'from easf, 250'from north P-2 129.8 ; 12 9.2 7.1 125.0 : 11.2 97.0 90.0% ; 06 79 " 80'from easf, 900'from norfh " 130.6 : 123.2 6. 9 " " 98.6 " { .................... ........ ....................................................................................................................... � .................. .................... .... .. ........... . . ................................�..............................................;....................... .. ...... . ...i.... ... .. ...................... .......................y 07 80 " 180'from east, 120'from north " 132.2 � 126.1 4.8 " " 100+ �� f .............. ................. ....................................... .................................................................................................................................... ...........................:.............................................. ...........................}............................ ........................................... 08 81 " 220'from east, 300'from norfh " 126.8 : 120.0 5.7 " : " 96.0 " .............................................................................................................................................................................................................................. ..................................................................................................... ......................., 09 82 " 150'from east, 350'from north " 130.9 : 121.8 7.5 " " 97.4 " � .�u�,.�:.>�>..� ...,�,,,s..��.,,:a,,,,>..,.....:,.....V.....::.,. v..»>�..,.,�„�.,.�: :.:.,�,.��.x,�.v. x....,...�....:v,..�,��,,..u„� :>:,�,,,,. ,,..r.,.vwvA.,�,r.,�....� REMARKS: '�, • ......................... ................................................................................................................................................................................................................................................................................................................................... . . ELEV.CODE: FG = Footing Grade ......................................................................................................................................................................................................................................................................................................... ......................................................... `� ................................................................................ .................................................................................................................................................................................................................... ... ...... ... ......... .. . ......................... DEh�i►v FTWrFRM AME: O•T0682.014 (OS/29/97J f `i REVIEWED BY: ...... � +� �✓ �� � ..... .......................... J U N � 3 1997 CONSTRUCTION TESTING LABQRATORIES, INC.ISSUEC� ya`c 10111 South Tacoma Woy, Suite D-7,Tacoma,WA 98499 � Telephone (206) 588-0805 Faaimile(20fi) 588•0928 FIELD fIIISPL'CTIQti� Rf't�'Q#?T P��,� 1 of � Client: M.A. Sega/e,ln�. Date oflnspection: May 28th, 1997 ......................................................_.............._.......__._......__.__.......------....................... ----.............._..................................... Project: Cedar Crest Deve/opment Permit No.: N/A -�........................._............_.._..._.................._...__.---------------...................------....._.... .._..............---............._...._...........--�--................ P.o.No.: N/A Address: 3rd Avenue East, Renton Job No.: 1150 Contract No. IV/A . .. ..... p J ..................................... Contractor: C1i211t Re ori No.: 14 Pro'ect No.: T-0682 I arrived on the jobsite to perform special inspection and/or field testing, for ', II today's scheduled in-place density testing. '� � As re uested, 9 each in- lace densi tests were erformed at the SE area I� q P tY P , (approximately 7` below the finish grade) and NE area (finish grade), as per i attached copy of in-place density tests report. ', w�u,e.� CLOUDY Inspector: .HONG/fmd ..............................................�--�--..............................--�--................................... _............................................._.__ cc: Ga Henderson GeoTech En ineer �� .................................................. .. ry ( .. ............9.................... Er�� - �Nn,Ne:...... . ..F-�a2.o���.osnao�i r.asasn�� Reviewed By: �EPaRT CONSTRUCTION TESTING LABORATORIES, INC. ��� � � 1997 .,........,..�.,,......xk.,............,,,.......r�.�.,,,h,.,,�.Kv.,........,..,.,.,.........�..,,.w......,,.v���.w,.,�.x..,.�.Y..,..,�........,......,.,.Y.vN...,.,.,,..,.�.......v.v..,,w..,..,.v.,..w,M,.,v.,,....u.,.�.�,..,�., 10111 South Taco��a�y,�S-uite D-7, Tacoma�WA�98499 ... ..... .... . ......... ........ . . . ........ .. ........ . ... . . . ....... ... .. . .. ... ... . .. . . Tel. No. (206) 588-0805/Fax No. (206) 588-0928 r�.....•......:�:�� ......v.�rV... ......,..w. ....:,.........::...........�.��::...........:........ .,..........,....:....::•::�.... :....y.v... .v..•v,...�,ww,.,w... ......�,w...,... v:,,.....:, w::..�....<.y...a.....yww�,.,�......a...w..•:w...w�w.;..... �_�x..�ws..w........v.... . .,..::....:... . . . . . _.:•n�.y ... .... ':... �...wM...y.....w.. ::..._.......,,,...,..,..n .�,: � . .-.: �.�.: .:: - -� ��; .t . � .. .�. �� '. � , .. ... .. : , : 1N'-PL�4C�' DEN�iTY T�ST REPOf�T : ;; .+MVM\'V.v. vv»Nhiv�: ...M�:�v VT.i.l.V.r.'�T'V.�.\vW.+�.v-.vt ...nw..n v...v.:��v.�.. .�:.vi .v�wawn.v:i�.�.v .w���.V.�wx.v+/✓w�ri�tivh�.�nU�XVXTNnry��.1w%+VM'nTY.�..NnVt�VJ✓i%V:�R'NW1.ww�hMM�4.�\titi.K'v.wM�.v4'..a�W.vY:vY.�1WX\•Nhw.VJ�+h+hV}h'WX\1'tiM+��WJJ'vT�N�V�N(P�M��Ji�\.���Vw��wMHwMv.�.+� CL/ENT: M.A. Segale, Inc:..................................................................................................................................... DATE: May 28th,9997..........---............................................PAGE: 1 OF 1 ..................... ............... ................. PROJECT: Cedar Crest Development PROJECT NO.: T-U682 REPORT NO.: 14 .....................................................................................................................................�---......................................... ......---........................................................................ ..........------................... PERM/T NO.: N/A JOB NO.: N/A .................................................................................................................................................................................. .................................................................................... ................................................. ADDRESS: 3rd & Edmonds, Renton coNTRACT: N/A P.o.No.: N/A ... _.._ .,.... .. .. . . . ...... . _..... _...... _.. __... CONTRACTOR:Client TECHN/CIAN S.HONG/fmd ....................................................................................................................................................................... ....................................................................................................................................................... IN-PLACE DENS/TY TEST METHOD: ASTM D-2922 MAXIMUM DENSITY TEST METHOD: ASTM D-1557 ... .. .. . . . . .�Ae:B?S�>i3;�:.�cok.v`:E�:v.�."5��.`�?°ct;:�:&:.<�:s.s.,.s..::..Y.Sc�K''.�x`3 �#'�SfiF.\:::^E,.^.i:.{.::..:.ak. k?n :.;.<e S.�?^`{�.tiY;h:.°:.vY:i7:i 4'?'JFx:.2Yi�:..u�.'..�..3k�..`� .`d�^k°:.'^:..�"s'P..c�::..xo?)?E:3,^:�:+£� �.�'T`3c�. � ; ' �' ' P�R ' P�1�� GOM- . ' ` �I�LD DENS(TY LAB CfJf�"1lE �lT�M T�ST ' ; ' ; LAB .�:�,...�..�..�,,; ..��. ��MT ; �� CFN7' PACT ; E�.EVATION ' ' L��A��OIV '; ' CURVE� : [�BS. ' CU�J" ; QRYWT, f�PTIMi1M o; ; NQ Nb. , , , �(3M �6 ; � MQ1S T F '; ;:.. ; ; .. ; URE I C�. : 'WAr�R°r PAGF RE�G?. , ; < lVO: � ; W�T ORY # , , :�.T.,��,.�. .,�,>:o:��.w.: <.s,...;�H.�,..>:�:�.,k,�,,..,..r�:., :.�.:�.�..�.«..H:w :.::..,�w,��.,..,�„�.,.q. :�n.�:,�aun.�v.::..... � < .. �..�.V......., a„ �. ..H .... ...: ..nv.>:,�.,>n<,;x..,P,:.:N�„�,:..�,�...�Mv�x�......�.< < .�.k�.m:.�,:�.�,.Y�.�.x.�.:�.;: .< : ..:.A,.> .,�,..,�,� SE AREA � . . , . .......... ................. ....................................... ................................................................................................................ ................... ..........................:....................... ...................... ..........................;............................ .................... ....................... 01 74 - 7'F G 40'from east, 150'from north P-3 123.2 ' 910.2 91.8 110.9 : 17.0 99.4 90.0% .......................... ...................... ...........................�.................................................. ....................... .... . ........ ........ .......... ..... . .. ' 02 75 " 80'from east, 250'from north " 119.0 � 105.0 13.4 " " 94.7 " ..._. __ _. ._.... _......._�_.......... .. . ... _.. _ ......__ .._.. �.. .. __..,. . .. ..... .... . . ........ _ . . _ .. . : 03 76 " 60'from east, 350'from north " 929.0 i 106.2 21.5 " " 95.8 " ... ................. ....................................... .................................................................................................................................... ...........................;...................... ..................---. ..........................:............................ .................... ...................... 04 77 " 20'from east, 450'from north " 126.5 : 108.4 16.7 " � " 97.7 " � . ....................... ........................................................................................................................................................ ...................................................................... ............................................................................... ..................... NE AREA � . . ............... ................. ....................................... ......................................................................................""'..................... ................... ..........................i}....................... ...................... ..........................p...""'...................... ..... ....................................... 05 78 F G 120'from east, 250'from north P-2 129.8 ; 121.2 7.1 125.0 ; 11.2 97.0 90.0% __ _ _ . _ _ _ __ _.. . . ........... ..__..._....., . ........ .... . ...... ...... �. ..... ,. . .. ..... .. ................ . .. ... . .....; .......... .... .,............. .... 06 79 " 80'from east, 100'from north " 130.6 ` 923.2 6.1 " " 98.6 " ....................... ......................................................................................................................................................... ................... ..........................:....................... ...................... ...........................:.................................................. ...................... 07 80 " 180'from east, 120'from north " 132.2 : 126.9 4.8 " " 100+ " . . , ............. ................. ....................................... ................................................................................................................ ................... ...........................,...................... ...................... . ..........¢............................ .................... ............ ............... .......... 08 81 " 220'from easf, 300'from north " 126.8 : 120.0 5.7 " " 96.0 " ..................... ......................................................................................................................................................... ..............................................:....................... ..................................................:.................................................. ...................... 09 82 " 150'from east, 350'from north " 130.9 : 121.8 7.5 " " 97.4 " : ...:.r.:.::...,.�.w...,. .,..�,�.......�...�..,.�.... .�V,..�H.�...V. � � „ ..nYA...w:��.�,M.M.. ,M,:.�.�....,: .,.,�.�,.,�.�.,�..w...�,.<V.,�.,.�„ r,; . REMARKS: ...................................................................................................................................................................................................................................................................................................................................................................... ELEV.CODE: FG = Footing Grade .......................................................................................................................................................................................................................................................................................................... .. ...................................................... ......::.::.:.. .................................................................................................................................................�.......................................................................................................................... ...... . �............................ , � ENSffY.FiWiFFM FII.E I�, o•rocez.ou (OS/2D/97f � M :.� REVIEWED BY: .. ... . . �-- . ...........�.__.,. .......................... � REPORT , J U N � 5 1997 , CONSTRUCTION TESTING LABORATORIES, INC. ISSUED � �,� 10111 South Tacoma Way,Suite D-7,Tacoma,WA 98499 i Telephone(206) 588-0805 Faaimile �206) 588-0928 F1ELf� 1111SPE��'1aJ�t RE��R�' P��� � of � Client: M.A. Segale,l�C_ Oate of/nspection: June 2nd, 1997 .......................... ---......_...._...............-------�- �-��---.........._.....---............_................ Projecf: Cedar Crest Development Permit No.: N/A P.O.No.: N/A ..... .,_..., ..... _.._._..__.__,___..___,__�.,__.�._.._._,___�_.__ _.... .___. ..,_ . .._.��. .. _ Address: 3rd Avenue East, Renton Job No.: 1150 I Contract No. N/A Contractor: Client ��� Report No.: 15 Projeci No.: T-0682 ._... ....... ........ ....__....._....--�----�---------------_.........-�---- ....... ----��- --... _........---.......... .. ::��:;�s�«��;�.�e� � - ,.-,. . .................. ..�, .. .. �..���«a::-t_::::f:<=-::::<:-«:>:<:::::>:. I arrived on the jobsite to perform specia! inspection and/or field testing, for today's scheduled soils in-place density testing. However, density testing was cancelled due to the area was wet. We will be notified the next schedule date by the contractor. Geo Engineers J U N 0 6 1997 " �'-� -- �------ '-' ,. .r� F. . . . . -._ - -- i wearher: FA/RS Inspector: S.HONG/ d _.... ............... ............................................................................... .................... ............... cc: Gary Henderson (GeoTech Engineer) /,,� ... ...................................................... ........................................................... t7elo.F1v �ILE NAME: F-TIKd2.015(R d 7- Revlewed By: - REPpRT CONSTRUCTION TESTING LABORATORIES, INC. JUN � 2 1997, �/�� 10111 South Tacoma Way,Suite D-7,Tacomn,WA 98499 Telephone(206) 588-0805 Oa..91 —Oo�"t' - T6� Faaimile(206) 588-0928 ; FIE�f� f1�1S�°`�'C��C�1t�` �EP��?" P��,� � ot 1 Client: M.A. Segale,lnC. Date oflnspection: JUne 6th, 9997 ..........................................................................................�--...........-------..............._.._.... ......._..._............................................. Project: Cedar Crest Development Permit No.: N/A ..............................................................�--........................----�--..................................- -�--......................_......:---......_........................... P.o.No.: - N/A ___..,_._�._____,.__,____._._ Address: 3rd Avenue East, Renton Job No.: 1150 Contract No. N/A ...............................................•--..................,......-----...................................--�-��-----.._.. -�----..........................------..........----�----............. Contracfor. ClleRt � Report No.: 16 Project No.: T-0682 �------�................._........---•----------.._.................-�---------_._...-•----�------......---......... __............. ..._...__.......----........ ,�,.:...;�: 1 arrived on the jobsite to perform specia! inspection and/or field testing, for today's scheduled in-place density testing. l performed 6 each in-place density tests on various elevations of fill at the South and North areas of MH 14, as per attachecl copy of in-place density test report. I picked-up a soil sample (silty clay material from the West bank) for moisture relation curve. ��°O �',��,. _ ✓� ���'er N �s S �� "`,, �� . , , �R� .,��...A�...n.... Weather. C/OUC� 1�5 ecto�: $. Hon S ....................................................................y.............................---�---.....----....._. p ....... ................-�----....�..9....... ... .............�---...................._..................................._.................................._........_.. � fr�.n,.+rr.eN�: F.m�sz ���� Reviewed By: _. ........ . . r� ,, J U N 1 2 1997 CONSTRUCTION TESTING LABORA TORIES, INC. �ssu�o ...........x.k.......�.......�..�.m.....�N...v,.,:r.k..�....w�.w.:.�.::::.:::::.�.:::.�:::..:...:...:::...h....:::::.::.v::.v�....:...:..�..::::::::::::::::::::...::h.n.::.....::::...::::::::::...:::::.�:::::::......v.:........:::::.:.A...:....::....::..�..k.HA.:.::.:::::.......M..:......:::.�::..�::::::::......�.....:n.:.�.�,,....::�wx.n.N.:...�...:..r�.:.w:::..v:..v:..�...v�..v:�.�.....::: . 10111 South Tacoma Way, Suite D-7, Tacoma, WA 98499 Tel. No. (206) 588-0805/Fax No. (206) 588-0928 ..�,,..,.�,...�.., x h...w_,. ...� .... ... ....., . ,.�,«�,.,,.� ... .. .,� ::.. .. , ; 1N�-Pt�A�F D�NS/TY TES7' REl'C�14�' :. , :. , ... . . ..: . , :: .... :...:. .. ..:�a:ra,:<�+rv»�vwaa�.wa..wa»�.+a.•.arv�iw Na..wr:..i�v,,,...,,.v.,.xn ..wv.rwr::... .,.,:.v..w.vr.wv.v:xo.r.w .....�::�:: .�.,:...,,n ......::: .r..:�:.....wx�u.w.,x..va+xva�nv. �.a.w.wa..:r:r,...�naw.v�wwSuNava:a.wnavcor..xWi.iiiWw Oiw:iiwaw'awswa+»"aww.av:n.aua�:va�axwwuavaa�.v:v:���,�w��'..�.�.� cLIENT: M.A. Segale, Inc. DATE: June 6th, 1997 PAGE: 1 OF 1 ................................................................................................................................................................................... ................................................................................................... ............... ................. PROJECT: Cedar Crest Deve/opment PROJECT NO.: T-0682 REPORT NO.: 16 .................................................................................................................................................................................. ................................................................................. ................................... PERM/T NO.: N/A JOB NO.: N/A ................................................................................................................................................................................... .................................................................................... ................................................ ADDRESS: 3rd 8 Edmonds, Renfon CONTRACT: N/A P.O.No.: N/A ..... ... ..... . . . ......... ..... .............. ... . .... �_�.. . ..... CONTRACTOR:Client TECHN/C/AN: S. Hong/sg ........................................................................................................................................................ ............................................................................................ IN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAX/MUM DENSITY TEST METHOD: ASTM D-1557 .................................................... ..........;............. �:?'d?:4�.... ..: �. .:.. �`-�^F3�a¢,3�.�'3���J.4�C.'+�.'w:.� . �vk.3a.�+.. ..Y< �:�""'`•:$�'��•'e�'f'�`0::,�.�.`S;#?kR:�°.����?.� Y. ...... .... . "�vm�.� .t,>.,.;�;r,t,;....,;.::ri•�.��'.�.Je.�v'J+.�^...r.. . �. ,_ ,: ; :. .: _ . ... , .. : �� . . . :: � , . . ... . ' �N PER P��i� CCyM� �l�Ll� L� �/TY �;y LAB CLIf�V� ' ' 1T�M T�`ST ' �:A� .. ��.�.r :,; .�.,.,.,... ��NT y n �o,;,. w,,.« ..�.�. CENr PACT: � NC1. Nt3. ', �L,�Vi4TlON ' LC�CA�,I�N GURVE� �.BS. � CU.�'T M(71ST �, DRY,WI". OP77MUM �QM °r6 ' � fJ0 } WE7' �RY URE � ' #!CF. WA7'�R/ �AGT REt?.: ; ...w�.,:� .,.�.�,e�.�::..,r�n....�::':.... ,<.,,;A. .< :,...:� :,.:�>.:..;,. ♦:.:�..�,,..,.,.�.;:R.� .,.�x:�:,: .<:<:.:.. .H.:>.:.;� .....: ...... �.<... ....,,.. , �.�..... �..n.>. vW..�.,..� ....,.,.a,...._... At South area of MH #14 � ............ ................. ....................................... ................................................................................................................ ................... ..........................;....................... ...................... ..........................:............................ .................... ......................, i 1 83 -6'F.G. 80'from Soufh, 100'from West P-4 922.0 ` 111.7 9.5 115.8 ; 15.7 96.5 90% � ...... ........................................ ................................................................................................................ ...................................................................... ...................... .............................................................................. ....................... 2 84 -8'F.G. 100'from South, 200'from Wesf " 132.0 ; 197.8 12.1 115.8 15.7 101.7 „ � . .... _ .... ......_.... . . . .� _ .._.......� .............. _,_.... .......... . . .............._....._..i ....._..._.__.�..._... .�_. ..�_.... .. :..........._.. . .. ......_...____, ..._.� ,.__.�_,........_. ..............._ _� 3.... ...85 -5'F.G. 200'from Soufh, 50'from West " 124.5 ;....192:2.... .....11..0..... .....115.8.....:........15.7.---.--- ..._96.9.... ........."..... � ........ ....................................... ................................................................................................................ ................... .........................., b 4 86 -5'F.G. 240'from South, 80'from West P-2 134.5 ; 122.5 9.8 125.0 : 11.8 98.0 " E ....................................................................... ..............................................E....................... ...................... .... ' .......................• ..................... .....................,. ................................. ....................................... . ....................................... i............................. . F Af North area of MH#14 � � . . .............. ................. ....................................... ................................................................................................................ . . ................... ..........................�....................... ...................... ..........................z............................ .................... ............o.......� 5 87 -8'F.G. 150'from Soufh, 50'from East P-2 136.0 ; 124.9 8.9 125.0 � 11.2 99.9 90/o ; _ _ _,_ .._.. .. .. .... . . _ ..... ... ... ...._. ... _ , .. .. . ,.... . .. ...... .:.. ....,. _ .. _. _..� ...... . ... . . . . ........ ._ � 6 88 -10'F.G. 300'from South, 900'from East " 133 5 ; 122.7 8.8 125.0 11.2 98.2 " .......................... ........................... ' � . . ........................................................................................................... ...... ................................ . � < . . . . . . ............... ................. ....................................... .................................................................................................................................... ...........................}.............................................. ..........................y............................ .............................................; f Y �,................................ ....................................... ........................................................................ .............. ...................... .................. .................. ...................... ................... �. : : : � . ....................................... .. .. ...... ..�... .. .. .. ... ..i... � .. . .0.�.�. � . . ; f . . . . . .. . . . .... . .. , .. . . . ...... ... . . , f S y' S.::.. .,..N. ........... . ... ... . ..... REMARKS: F.G. = Finish Grade ....................................................................................................................................................................................................... . .... .............................................................................................................................................. • ....:............................................................................................................................................................................................................................................................................................... . ........................................................ ,:.� . ........................................................................................................................................... ............................................................................................................................. .. r . � � � � ....... .. ...... . ..�. . DENSITY.FTYV.�FRM F4l�''N,u+E: o•roau.ota ����-�- REVIEWED BY: ,,,,,,.... �. .... .. REPORT JUN 1 2 1997 CONSTRUCTION TESTING LABORATORIES, INC. �SSUED a 10111 South Tacoma Way, Suite D-7,Tacoma,WA 98499 Telephone(206) 588-0805 Faaimile (206) 588-0928 :,:,,:::�.,..�.�„�.�.rx�..�.�.,� w,. .�.,�.,M,.M.. _ vA..,.�,.,M,.�.,,,.�,,,�,..., MAXIN1Ut�i DEI11Sl�'�OPTIMUt#� 16?QISTU�?E E3E7"L�RN1tNa TlC3111 CLIENT: M.A. Segale, Il7C. .._ DATE SAMPLED: June 6th,1997 -��-..................................................................._..____.._....-•-�---.....----•-------�---�--� - PROJECT: Credar Crest Development T-0682 ..--�-��-�--�.............................................................�-�-------------.......................................... PROJECT NO.:.--------�- ��---.................................. ADDRESS: 3rd Avenue & Edmonds Avenue, Renton �------�---�.............------.......---------__....___........____...__...._...._.__._----------------REPORT NO.: -------..__�.6......----..........._............... CONTRACTOR: Client PROCTOR NO.: P"4 LAB# �-356 FIELD DATA: � SOURCE OFMATERIAL: At the south area of MH#94.....approximately 5`below FG _ _ _______ ._____ __. LOCAT/ON SAMPLED: Native.....West Bank �'���,������ � �.�:�.��;������ �: ;: ;:. ;>:: ;. ; ;;: _ _ LABORATORY DATA: MAX/MUM DENSITY DRY: 115.8 PCF � �- � - OPTIMUM MOISTURE: 15�.7$ -� -- _ ._..._ .--- -� --- -�-�... .... ........ .... ... ...• ---�--- �--. ....._.. .... ..--�--. ._...... ..._ : SOILTYPE 8 COLOR: = - . . _--- �--- --- -- --.... ... ------� --- - ---. _.--�-- ---- -------- �--- ........ ........ .... : DARK BROWN SlLTY, CLAY ...............---..._....._..-�---....._..................--�--�-----�-----�---�-�----.. ... _ . _- --- •�- -- ----� --- ••- --- -�--- -- ------ -......--�-- ----....----- ._...... .....-�-- and MlNOR GRAVEL ----�� ------�--.....--------�......................�-------------------------�- TEST SPEClFlCAT10N: ASTM D-1557(C) � __ ___. ._ __ ._. .___ -••• -....._ _..._ _. ........ ............. ........ .... ........ .........: -•._._................_._•-•....._.._ CYUNDFR: 6 " - - - - - .--�................ � HAMMER: �� LBS. _. _..._ ............ ........ ............. ......._.... ....._ ...._....._. ............. .......--�--�--.... .......-.18... DROPS: " : -- - ------ -- -- ... _...- ---- --.... .... ... . ........ .... ....._ ..._........- �----... .... : -�-�----�--�----.... � LAYERS: 5 _.. ,_._ ._,,..__...._� ----...--�------._.. ._ __ _- � _ . _--- - ------• -� ---- --•. ....... .... ........ .... ....: BLOWS/L4YER 56 116 � MOISTURE%: N/A � - - - --- -- -- .. . _ ...._ . .._ .. __ ... _.. ........ .........: � ................�---.......--��---------�-�-----•--..............---�-----�-----�--�-- ��� 114 �: DELUOTT ' �� � TECHNICIAN: � ___, _ _._......._._ __...._.,._�..... __.: ..................................... ...... . SAMPLED BY: S.HONG(CTL).......... . . .__. .. ... .... __.._ ....__.._. ._..._ . -�-�--�- -_.._..... ......... .. ..............�--- --�--�---......._._......_........... ........... .... ..._ ........ ...._....... _. ......... .._.... .... ...._.. ............. ..._.... ....... .... ............. . DEL1/ERED BY: :� _. __.- ------- --- -- --- -- -•-• --- --.._. __ ._. .. ....... .... ........ .......... ................................................. . REMARKS: + 3/4" = 5� �:, ��2 ..--��---�--��............................................... . ..................................................................��--�-----�-•�--••-�---..... 110 .............................................................................. ... 10 12 14 16 18 ' PROGTOR.FTW/FRM/07-J1-D6 P-T06f1.R6P.... REPORT � �dL 0 1 1997 CONSTRUCTION TESTING LA$ORATORIES, 1NCre�i icn '��� 10111 South Tacoma Way, Suite D-7, Tacoma,WA 98499 i Q }_ <��;ji' Telephone (206) 588-0805 ' Facsimile (206} 588-0928 I < ; ; > ; ;. Fr��r� �n�s�Fcr�vnr ���o�� ���� � o�_ � � Client: M.A. Segale, I�C. Date of/nspection: June 25th, 1997 .......................................................�--..........--�--�----...................._.._.._..-�--�---------------�--�- ..---._.._............_...._......._..................... Projecr: Cedar Crest Development Permit No.: N/A ...........................�-----............................................_..--�------.....-----.......--•-�-----.............. .........._..-----......................._..._................ P.o. No.: N/A ._.._.,.,., ___________ ___ . . _ Address:3rd Aenue � Edmonds Avenue Job No.: N/A Contract No. N/A .......................�--�--...........-----.............-�--�--...----....................._...._...._.........-----........... ....--�--..............................---.............._........... ConVactor: Cllel]f Report No.: 18 Project No.: T-0682 _.........--- < _......---�................. . .. . . .. . .. . ��. + :•S�.'F:i�'•:-Si'iii-±j I arrived on the jobsite to perform specia! inspection and/or field testing, for today's scheduled soils in-place density testing. Upon my arrival, 90 each in-p/ace density tests performed on file placed north of retention pond and east and south of MH#15. All density tests report performed met/conform the jobsite specifications, as per attached copy of in-place density tests report. G�o� �g����r . �n JU� 0 3 � � "/A' 9 ;�, '�� , .'+�[,' ..'--. Weather: PARTLY CLOUDY lnspector. � R.ROWDEN/fmd ............................................................�--�--........................................._....._.._......... .......................................................... . .............�--...................................................................-�----�--...._........----�--�--�--�--..... _�4� �� fre� r�+ -Erza�: T-/lh82.1118 R�Il(r1h-97 T-06-17-97 Reviewed By: p �R � JUN271997 CONSTRUCTION TESTING LABORA TORIES, INC. �ssuEa ......................... . .... .,::.:.�::.::::.::�:::::::::::.: :::::::::::::...:.:::::::::::::::.�:::::.::::::::::.::.�:::::::::::::::: :::: ::: :.:::::::::: :::::.: :::.::::::.::.::.::::::::::::::::�:::::::::::::::.::::.x.�v.w.::.:::.:�M.:...:::::::::::::::::.:::::.:.:.:..�..,:..Y::.�.:....::: 10111 South Tacoma Way, Suite Df 7,�Tacoma, WA ��98499 Tel. No. (206) 588-0805/Fax No. (206) 588-0928 r„...:�:.. ...........:. ... .. . .::::•�:::• � . .. . . . ...... . :... ::... :.:. ,..v. .. :. :.: ::. .:::. ... � . ...: .v... ... . . . ..... ... . . . . . .: .. ,: : :: .I :: :; .I �. >: � 111F-PLACE D�NSITY,TEST ,R��'ORT : .....:::. ...::.::. .....:::. .......:: ...::;� ,......�:.� :..�.w�:. . ......':..:..w.nwx�a. . ::...�::. .....!!�i. .....:::. r.....::��:.>�...L....n..tis:x��w�..: .....�..:� .....:.:: ,......i:;.r .....:::�: ...r....: .vo.v.r:L> .,....wr:::> ♦...Vn\+.iv.Yh4J.J.i.TJ1.. Y..}n.4<N CLIENT: M.A. Segale, Inc. DATE: .lune 25th,1997 PAGE: 1 OF 1 .................................................................................................................................................... ........................................................................................... .............. ............ PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT NO.: 18 .................................................................................................................................................................................. ................................................................................. ................................... PERMIT NO.: N/A JOB NO.: N/A .................................................................................................................................................................................... .................................................................................... ................................................. ADDRESS: 3rd Avenue � Edmonds Avenue CONTRACT:N/A P.O.No.: N/A _ __.. ......:. . ......, CONTRACTOR: Clienf TECHNICIAN: R.ROWDEN/fmd IN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAX/MUM DENSITY TEST METHOD: ASTM D-1557 �:�. . <:<. ,,. . ................................ ......... ..... .......... . . .... . . -�..:�ia.Y' ...;:<.:.:�::::«<:+.: �.� -ar. .T.. �c c � i:::.s::.:o:.:;,::: .'.1\...,... ��;.?D�!C c':.... . Ic:�,;��5"£^a'..:.�i�eaF , ��£Fx'�FKa:g �s ��..... ::::.. ....�.... , .., } .e t�, o`+r�,... .r:.�. < . . .k . �CQ 'S+ - ..Y. �C �Y Y s,y _. < . , I � ' PER� _ PER- COM F ` FIaEL�D I.�ENSITY � LRS CURVE : l"�'M �EST !; ,. , LAB �,...Y.... ...,, �r,.., �° ��NT .<:: . . :. .,�x ._.= GENT PA+��' � ELEVATION �.�CAT,��N ' ; CUR{JE LB3. CU FL � ORYW7: �P7`IMUM , � o � NO. NO. � a fV1t31ST COM� � :f ; �Ni1 W�'T nRY < URE #l�F WATER% � PACT � REQ # � ' ' .,n...,r.�..k.,,.n....: �........ � .......:: . ....::.:.............. > > ,�.�: .....�.,�.�. ..�...�.: �.�.�.v..N:..�..�.......�,,:.,<:...�.H::�:�.�::.::.�.,�..�.,>.:..:,.x.. .....,�p .......:. ..:...... , . . . v .;... . .......:: ..:;: . :: ........... : :. ..:::::...:.:.:.. .: _. ..�;. 01 106 - 6' 20'north of retention ond � P-1 � 137.6 125.2 9.9 137.2 7.1 91.3 4 90.0% ........... ............................................................. .................................................................................................................................... ...........................�.............................................. ..........................4............................ ..................... ...................... ..02... .....107..... ...................��....................30'NE of retenfion pond.............................................. „ .....136:.8......'.....123..8.... ......�0:.5.................."............�............."..................90.2.... ..........��........... � 03 108 " 90'east of MH#15 " 138 1 ; 126.6 9 0 " " 92.3 " � 04 109 " 200'east of MH#15 " 136.4 : 123.9 10.1 " ; " 90.3 " .............................. ..........................,............................ ............................................ ...................................... ................................................................................................................ ................... ..........................:................ : � 05 110 " 300'east, 95'south of MH#95 " 138.5 : 124.4 11.3 " ; " 90.7 " ............. .................... ......................................................................................................................................................... .....................--�--....................:....................... ---.................................................................................................. ...................... � 06 111 - 7' 200'east, 80'soufh of MH#15 " 137.0 ; 124.0 10.4 " � " 90.4 " ..................................... .................................................................................................................................... .......................................................................... ..........................t............................. ............................................ � 07 112 - 9' 300'east, 220'south of MH#15 " 139.0 ; 127.9 8.7 " : " 93.2 " �_ _ __ _ _ _ . ..... ... _ _ _ . . __ ...... ..... :....... .. .. . ......... . . . ....... . ,._ . .._.. .. ...,. �r 08 113 - 6' 80'south, 220'south of MH#15 " 137.7 : 125.5 9.7 " : " 91.5 " ............ .................... ......................................................................................................................................................... ..............................................:....................... ...................... ...........................:.................................................. ....................... } 09 114 - 9' 200'south, 220'south of MH#95 " 136.9 : 124.3 90.1 " " 90.6 " ............. ..................... ...................................... .................................................................................................................................... .......................................................................... ..........................4............................ .................---........................ � 10 195 - 5' 25'north, 220'south of MH#15 " 138.8 ? 126.7 9.5 " � " 92.3 " .......... .................... ....................................................................................................................................................... ................... �. ... ........ ..... ..... ........ . ........ ..... � ....... ........................ .. ............. _ _ _ _ . , . _ ... ___ �F ���7 ; € : �::::.nkKK .<::w..,.. n.v.:. .,w .v..:k.�.>: .v.�....x .:v.v:,:,....:::.:.::.v..:.�.,�,:..�.,,:,.,�.�,,. .v:�......�:�x:�..�.w .:.<,:.�>. ........: .:<,».nv>..xWn.,:�.� ;::..:...v�.,.:vk.�,:,,: .�,.��,:4,�,,,�..x ...:.r..�...>�,,:.�.�..�k�:.A«,��..� h.�� .�.�.�»�.,.v.. REMARKS: ...................................................................................................................................................................................................................................................................................................................................................... ................................................................................................................................................................................................................................................................................................. ............................................................ ..........................................................................................................................................................................................................................................�--.................................................... . ..... . ........... ...................................... �,���'li� �����k�l Frtr N,wr D-T06B2.DIB 11- 06-26-97 Y'• 06-26-97 REVIEWED BY: . . �.... . n�rvn � JUL 0 8 1997 CONSTRUCTION TESTING LABORATORIES, INC. �SSUED n� 10111 South Tacoma Way,Suite D-7, Tacoma,WA 98499 �, , Telephone (206) 588-0805 ' Fauimile (206) 588-0928 ..,:......:...........,...,,.w ,.,.:;. :::n. :..:,:..,........... ,:::. ,:...:r .,;<.��:,�e,�. :::..�. :.,��.<.,,�.,,�„Ya,..,��.>,-:::.:...�.,.. FIELQ fNSPECTIOIit REP�RT Page � o� � Client: M.A. Segale, InC. Date oflnspection: June 27th, 1997 ..............................................._.............................._.............................................. _.........................................._ _ Project: Cedar Crest Development Permit No.: N/A _................_.........................._............ -- -.-..__.._.._..__ ---................... ...................._.................................._ __ P.o.No.: N/A Address:3rd Aenue & Edmonds Avenue Job No.: AI/A ..............�---�-��----�--�--........_......_........._....................._...................--------��------�------........ ...__.........................._..................._....... .... _ Cont�act No. N/A _..................._..............................................................................._....................... ....................................................... _ _ Contractor: Cli2nt Report No.: 19 Projeci No.: T-0682 ...............................................�----...._......--�-��-�-�------�---...........................--�---...... .........--�--.. ............... .... :x?:<%l"t.::'tii.i4ti:�i:;�4v..,�.':'M`�'.fi�.'�iw�"�'.2x2�'ic'f3£, �&kL�'. �3. � . 'R .. . fi.7iif+.'%.�.��`+.''�'�'V"�'"..4.�v7�2c�5'.��$;�dR�:1=i;F#'.�..t�0.�.`.'kt�#i:';$;s;'r,.'+.'5:::;:':•r,.;::;;.;;::: 1 arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled in-place density testing. As requested, 9 each in-place density tests were performed on fill (approximately 9' below finish grade) at the south area of detention pond; as per attached copy of in-place density tests report. Geo Engineers J U L ! 0 1�97 �ile n9=--:�------�---- ��-� Weather.A M�µAY���HAw CLOUDY ����� Inspector: ��� S.HONG/fmd __....................................._.................................................................................... .... ._... _............................. ._ _._. _................................. _..._......................................._........................... • y,� r�e� Frw -Frrr xu¢ T-I/b�Y2./l19 R al(r3�/-97 T J/7-111-97 Reviewed By: 'Y� �Erv�T CONSTf�UCTl01V TESTING LABORATORIES, INC. ��� 0 � 1997 . ,: , , , . :. .: : : .: : .::::.: .::::.:,:,:,:::.::::::::::::::::.: ::. . : : �...:.:. � ::::::::::::::::::: :._::.::::::..�::.::.::::::::::: : : :::::.::.:.::.:::::.�+ ��{���F 10119 South Tacoma VID'��✓��►?eQ-7, �Tacoma,:WA::98499 Tel. No. (206) 588-0805/Fax No. (206) 588-0928 .. .... .. .. ........ . ... ... .... .,.... ,........ ...... ...,,. .v..�. ........ ....,�..,,, u,..� .:.. .... _ : .... ..... ,., lN-PLACE DENSITY T�`ST REPORT : .�:.�:::.........��:�::v:�.�:���>:::...::.:.:.::.:::.::v:�. � .:-::... .:::::::::.::::.: ............. .... . ...H... ......... ......�.n. ......... ......... .n..n.�w�<V.�nn...v.� �.........t....vnnYNtV�A�\\v.T+�H�v nu�.v...�...\.1}..\�.. ♦.T.. ..tiv. r nxxxv. . . ... ......... ...........�.. CLIENT: M.A. Segale, Inc. oATE: June 27fh, 1997 PAGE: 1 OF 1 _....._..... ... ...__ _. ....._......._. _ _....... ............._ __ __ .._ __ _ .......... .......... . ... .... ... ....................... ..... ...... _ ._ .. PROJECT: Cedar Crest Deve/opment PROJECT NO.: T-0682 REPORT NO.: 19 _... .... _ __ .. _.._. __ __ __. . ....... _ _ _ __.. .............. ............. _..... PERMIT NO.: N/A �oe No.: N/A _ _ _ __......._ _ _ _....... .._ _ __....... ....._ ..._.__ ___......... __ _.... ..... I ,4o�REss: 3rd Avenue 8 Edmonds Avenue CONTRACT:N/A P.o.No.: N/A I CONTRACTOR: Clrenf TECHNICIAN: S.HONG/fmd _ __.. . __ _ __ _. _......... . ___ _........... _ _ _ _ _.... . ........ ......_.. _ _ _ ... .. . ......._ _ .... .. ............ __ IN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAX/MUM DENSITY TEST METHOD: ASTM D-1557 .................................................................................................... ___ ____ __..._ __. _ :U};•. y.• �::::.:..:n:.. ^:n ... )P:.i .\:WY•�•i:r4v,•;}�.p�n:�?K:+iiii}}:{.i:ii::.iii}i•,v.h, .�, .. . .;. - ..Of4'A N.. ........ .. 'R`.C. . . . .:.y .. . . . .................................................................................................................. .. .2 . ... '.'.'+:C'+':R....T...RS.....Y.....fi.,.. C. ........:..........................<9... . .. �94?. . ...........::.;.::..;:.;::.:;:::...•::.;:<+;:::`:;.�::...:.:.:... ........_........?b:¢�:v�.?£C';.d.....:..:...:::•??k?!f�»t�fkAdab..'.`�:5?Fx.i�;:;:»:: , ::..; ...;,.;...;;;..;.,:.:: . .� , ....:........ .. . ......... ......... ....�c..?3 ......... . ... . ._... . . .... . ...... _... ._. �.. . � . . �.� . .. .. , , ' x ; PER PER ? COM- :: �T�M; TEST > ' :�,AB $F/ELD DENSITY LAB CURVE � : � .... F CENT ;: ._ :. ... CENT � PAC � ' NO.� NO. > ELEVATION LOCA�ION :CURVE; �.BS ; CU F7, MpIST : ORYWT' OPTIMUM ; COM ; % ` > � . ;NO. 4 WE7' ; DRY #: URE : #I CF. ; WATER % : PACT : REQ. : : ' .,, :.. ::... ..:.. ..N ::....... ::.:: >..:,: ......,.: ......::, ......:. _ F _ _ , ...; , , ... . ,::.: ;:. ,. _ ..: > : .. ..... . .. . . .. ; � �SOUTH AREA OF DETENTlON POND > < ` ' ___ >............ . .. __ � . .. .................................................. ..... _ . {� .. :. ........... _ > . . . 01 � 116 � - 1'of F G 50'from north 150'from wesf � P 1 � 139.7 125.6 . 11.2 � 137.2 ; 7.9 � 91 5 90.0% # ;_ _. �. . ...........� __ _.... �...... ..... .... . .. ........................................... . . .. ... ............ ............. ... ... ..........�....................... ........................ ................�............... E � : :.. .:.. : : .. ... . : .. = 02 � 117 ' I' � 100'from north, 160'from west # " 137.7 124.7 10.4 h " " � 90.9 � " : d �. P J } 11 � 11 11 .���,. � 11 ; 03 � 118 150'from north, 1&0'from west r � 139.7 ' 124.0 ' 12 6 > k 90.4 � ; _ � _ } __..... .. _ _ ___... : # ........ � ____ _ .... ............ + . �_ ; „ , , „ „ ,. „ ? 04 � 119 � 80 from north, 22C� from west ; 136.8 123.5 10 8 > � 90.0 � � i ..........................#............................... .........................................:..............................................'..........................:............................,r...................... ,...... . � } .....�........ . . ... . ... ......................._........................ ............ . .................. < 05 120 # " : 160'from north, 250'from west j " 137.3 ; 128.0 7.3 � " � " � 93 3 � " � � �• • .. .....�.............._..,_...............II..... . ....... ............................................................................. ...__ ........... ................. ... ............. .................. s_.......,,......... ....................... ......... ....... .... . � � ;.. ...... , . ..;... �.. ...... : � 06 � 121 60'from north, 250'from wesf ` " 135.6 : 124.5 8.9 � " � 90.7 , " ; i `' s > :; � � :: 07 r 122 ; " ; 100' from north, 350'from west � " R 936 5 126.0 8.3 r " " � 91.9 � " ; { $ _ _ . _ . _ _ � _ _ . . .... : .......... �_ . .......... : 08 { 123 # " � 140'from north 400'from west '< " � 133 5 124 5 7.2 < " " 90.7 � " . .. .... ......f . . . ..... ........... ... ... .. .. ..... ....... . ...................���..... . .. . ...... ... . . .. ..........:......... . .. . . ..... ...i...... .... .....,....................... ..... . _ E .. ........... ` •: ( J �h p � > .... II $ � . � ... .� r► Q � II II }� y ll : 09 � 124 > 20 from north, 400 from west � 137 2 : 126.6 � 8.4 x < 9 .3 s : _ _ _ _ . __ _ _ _ .. _ __ ' . ,, : _. : . ; � ,. . � . : � ; �............;�:.............. � S ,: :. :. < : � k { #� 2 A L � f % .............�......... . .. � `�j ' . .................................r....:::.::�•::::::.::::::::.:.,,.:.�..:,x..•.v:::...�::::.�::>.::..::::::.�..,,.....,.,...:.:.......,.::.:::,:....;;..::. . R ...................................�:,.::•:::::•:::::::•::,:.:.:�..•.:•..�:�.:�:.+.:::,.,.::.::::.::::::::::::::::..:::.:::::•:.•:..•..::...........:.::::::::.::•:::::,.....:..............:::.::::.: .. . .��V��■ ����i���,. REMARKS: __ _.. ...._........... . .. .......... .__ ................... ............_ _..... .. ....... ..... .. . .... ................_. ..... .... ........ ............... __........................................ ._ .._ . _ ......... ___ , ........................................................................................................................................................................................................................................................................................ ..................................................... ,��:.. _........................ ..................... _ _..._ ���111''' t� _ _... ................ _.__.._... ................................... ......... _ ._. . ' l. __ ............. a....................... . _ nl�pll I!n /Hv 1iyy�/NMO: D-T068?.019 1<� 06-?0-97 %'- 06-30-97 �:. ._J REV�EWE�BY: .__.. . .... .._..._. �� r REPORT , J U L 0 8 i997 !, CONSTRUCTION TESTING LABORATORIES, 1NC. ISSU�G ' ..\YY/4;, I ='�ac`. 10111 South Tacoma Way, Suite D-7, Tacoma,WA 98499 �'-��µ� Telephone (206) 588-0805 Facsimile (206) 588-0928 ����'� f�s�����a� ������ Page 1 of 1 clienr: M.A. Segale, Jt1C. Date of/nspection: July 1 St, 1997 ..................... � -....._.................................................................................................. ....................................................... Projecr: Cedar Cresf Development Permit No.: N/A �--��............................................��---��-�--��-�-�----...-�---�--�---��--��--�--�--��--�-------�--�-----�--�--.. ...._...........--�-----.._..---�---�--....---........----............. P.O. No.: N/A ,4ddress:3rd Aenue & Edmonds Avenue Job No.: N/A .........................�--�--.........................................._..._............................_.....--....._.._.._.._. ......_.............._..................--��---...--�-�----..._.......... Contract No. N/A .................................................................................�--..............-�-�---........................ .............................._..--................................._ Contractor: ClleRt Report No.: 20 Project No.: T-0682 .......................................................................................................................... .------�--...... ----��-�---��---........... :.:::::.: �--�,�- �;������- -:. : ,. :.. .,: :...,..:� -:..,. .,-,-v,-.{„/! . f. - :�:n •:::•. � ::........ ..:..... ...... ... .......... . . ..... 'f t �. '�{•iCS�tb.}<iiOb'J�O�{.\.w�.QCY.[{aCj�,+f#x:t�.:::5'.:;i'i,:;:::,v',::j: ! arrived on the fobsite to perform special inspection and/or field testing, for today's scheduled in-place density testing. 1 performed 8 each in-place density tests on fiU at the Northeast area of power pole and at the bottom grade of pond at Northeast from power pole as per atrached copy of in-place density test report. ..,�..H..H�w�.�.V...�,..�..v.�.k..�.�...�,�..�,�.�.�..�.. � Weather:.......................................................Cloudy...... ...................................._....... lnspector: S. Hong/sg............... ................ . ........_......__......_.._._..................................._........................_....._......_ l �'� F.er.o �zr. - Frr.e xa,� T-0682.02/l f�-'-113-9' T-�o�-v� Reviewed By: � �' �'�.. _ _ �E� _ . s�_ J U L 0 8 1997 CONSTRUCTION TESTING LABORA TORIES, INC. ,s�uE� ..........................................................................................................................................................................................................................................................:.:::::1011�1�South':.Tacoma:.Wa':::::Suite�D-7'.�.Tacoma'::.WA� 984:::.:. ....................................................................................................................................................................................................................................................... Y, , , 99 Tel. No. (206) 588-0805/Fax No. (206) 588-0928 . _ . .. ....., ,... . ... ..... .... ... . . ... .... . ,�... ....... .... ........ ... I IN-PLACE DENSITY TE�T REPORT v:f:: �.....�.�... ...v.:.:. ......�:.. ...... �.........�.. .: ....::::. ....:...�: ........�:'n.... . �:: ......... .......... ...n..v♦ r.m.v. .M1n.�..v. ..�.�..�.v ......... . ...�.... . .�....... ......... n...v+m v.n..hnV:V ...�.....� ......... .�.r.......... CLIENT: M.A. Segale, 111C. DATE: .IUIy 1Sf,1997 PAGE: 1 OF 1 ................... .......... .._.....__........................._..................._............................_............................................ ........................................_............................._...................... _........... PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT No.: 20 ............................................................................................................................................... ......... .................... .............................................................................. .................... PERMIT NO.: N/A JOB NO.: N/A ..........._... _... .... ._..._...._......__ ................................................................................................................. ........... ..................____.... ADDRESS: 3rd Avenue & Edmonds Avenue CONTRACT:N/A P.o.No.: N/A CONTRACTOR: Client TECHNICIAN: S.HONG/fmd ..................._...... ..._.__................................................................................................................................. ......................................................................................................................_.................__ ._ lN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAXIMUM DENSITY TEST METHOD: ASTM D-1557 ..................................................................................................................... ........................__._.......... ...__........... . _...__ __ ..:. .,. . .�Y ., ., ,•.,:•::•:.. . .. .,ee. . ti � .�: :. ..,,.,.;. ., ...; - . .,. . . . . . ,,,,. . .r:•... �.:::::•.�.�::•:::::..::. � ::::::.::::::.�:::::::.::.�::.c:�::::::.:.:::::::::::.;....... � �:W.. .+bA M:{{t{07.� .. �. . . . .. .. .. .3.Y. \....t.n.#}.Y.r�>A�'A7C:F4 � . .hi . �':� ... . ... � �..:..C.........+K.. %3...............................K......::... �......................................r.......... .... .:..;.:.:::ii'::n}:::�i:::;;{..n..;.:::....:+nni::: ::.:..:...,...Vlh..v.......�.'.Q'�:�'f:LK;. . . ...x�{.....�{1................�..............n'{C'.1.i4,�..... ... .. ..�.. .:{. .A v�r tii.}.....f...ti.....3r�...S.H..............................................................................,.............................:.........:...................:......................:.::::::.::.:.::.. � . � ..... ........ �.'.�4. .��.�i1Q�9'':+'(..�K'�^ . ...... ... .'.�t �..+S�v.'��'�3"''} 3 3'^+.+'# SX'}'i+ � '+L� ... .... . . ...... ...... .... �. . .....,...... .... ............ ± � � �.. ..,� � P,�R ` x PER COM- � � � �A� �FIELI� L��IVSITY r � LAB GURVE � � �tEM' TEST :> � C�NT >� :, . � �� CENT : PACT � ,<. ? � ELEVATION � �..C��ATIC�N �CURVE.: LBS � � ; N�.x NO. � ;,, CU.FT, � MG/ST , DRYWI":4PTIMUM �: CO�M � % ; � � r �NO W�7' �R� ; URE � #I CF WATER % PACT REQ .:.. .. ........:: :: � < ' , ..........,..,............... .. .. v....::............. ,...,..r:;,�.,,.......;..„....,,..,..' .......>.....::,...... ' .... ......... . .. . __. , ...........,...... ......:....... . :::::::::::..,:;.......... . :.............::.............: .... . ;.. .... : .... ; , k , NE AREA OF POWER POLES � z > � : > , .> ; : : ; ..........._................................................. ................................................................................................................z:...................>:..........................;......................�.......................�............................>.............................<....................�:.......................:: , , � � : # 01 125 - 6 F G 200 Easf from road,200 north from pole � P-1 137.7 : 125.9 9.4 137.2 � 7.1 91.8 90.0% ; ......... .............. . ................... ......... ......... ...................... ...... ...... ........ . . ........ ...... ........ . ....... ..... ........ .. . . .... ...... . ..............; � 02 126 - 5'F G 300'East from road,300'north from pole " 136 9 ; 123.8 9 9 " " 90 2 " ` ; � 03 � 127 - 8'F G 30' West from road, 900'NE from pole ... " 138 1 124 5 90 9 " " 90 8 " : ........ ........ . . ........;:............. ...... ., ... ..... ......... .............. .v..... .. , , , , ,. �� ,. ,,..... . ..... .......�.........��........ ' 04 � 128 - 11 F G � 60 West from pond, 50 NE from pole � � 137.4 : 124.0 19 2 : 90.4 :......... ........ .............................................................................................................................................................<.................... ..........................:....................... .................................................:.......................... ................ ................. ; s� ...... ...,.. ; , , ,. ,. .. „ , � � 05 129 - 9 F 60 E fr r 120 n h fr m I >� 136. 1 ; 125.6 8.4 91.5 : : :... .................................... ... ........G.......... . . ast om oad, ort o po..e..... � ' ............... ................�..........................;........................................................................:.......... : .......... ........................................................... : ................. ...........................................:: ; 2 . NE POND FROM POWER POLE � ' � , : ; _ _ z : __ ,. . , ; os 130 B G NW corner of pond > P-1 � 944 3 132.9 8 6 137.2 � 7.1 96.9 ? 90.0% : ..�.. ....... ...:....................... .. . . ......... ....... .......... ..... .... ..........:......... ......... ......... .. f.��..,.. .13� �� Center of pond......................................................................�........��. �......139..8.....;.....128:5...........8:.8....................��............:..............��............ ....93..6................��..........> .......................�...... ... .... ..... ......:<. ; 08 � 132 " �SE corner of road " 143.9 : 132.8 8 4 " " � 96 8 � " > # ._ _ _. . . .... ,. _ ........ .......... ..........S .................,...... ............. ... ....... .. ........ ..................... .,... . ; ..... .g. ,. . ; .... } ; . ...... .. ... . . .........._. } � ; s � � i : £, i . ; � � � � � � �ON�QRI�l� . . . ............ ............................................................. ... ..... .. . ., .............�...........................:........................ ........... . REMARKS: ........ _ _................................................................. ..........................__......_....................... .........................................._....._................................................. ............_............................ ELEV.CODE: B G = Bottom Grade, F G = Finish Grade . .. . ................................................................................................................................................, .:................................................................................................................................................ ....................... • ,:.,_a ,. ����1'll1J/II /HI7 i'NANF' D'TOGBT.O2O lt- 07-03-97 %'- 07-03-97 �,' REVIEWED BY: ..... ..... ......''�": � _ ____ _ REPORT JUL 1 � 1997 CONSTRUCTiON TESTING LABORATORIES, INC. ISSUED �ur�r ,��c�� 10111 South Tacoma Way, Suite D-7,Tacoma,WA 98499 `� Telephone (206) 588-0805 Facsimile (206) 588-0928 ���L� �����fi���� R����� Page 1 of 1 Client: M.A. Segale, 111C: Dafe otlnspection: July 7th,9997 projecr: Cedar Crest Development Permit No.: N/A P.O.No.: N/A Address:3rd Avenue & Edmonds Avenue .lob No.: N/A Contract No. N/A ........................................................................._..................................._..........._....... ...--�--..._.................---........-�--�---��-�--�--........... Contractor: Client Report No.: 21 Pioject No.: T-0682 ..................................�---....._........_..__..__.__.._._------_._..............._...._.... _- ---- _ .................... � ....... ! arrived on the jobsite to perform specia/ inspection and/or field testing, for today's scheduled in-place density testing on the compacted borrow �ll placed throughout the project. As requested, 11 each in-place density tests were peformed at random locations. All density tests performed exceeded 90.0% of the maximum density tests requirement, as per attached copy of in p/ace density tests report. ��O �� � g��� �:3,, �� � � � �% . 6 � `� '�' l ,�� �° � � Weather: CLOUDY Inspector: D.SMI TH/fmd ............................................................................_................................_.._......._.... ........ ... ....._.._............................... .. ...................�--.......................................................--�--�-�---............................--�-----� �,�— . Fr�.�+-rru,w�:F-Tn�1.n21 R�7-n8-97 T�7-n9-97 Reviewed By: c �11 J U L 1 4 1997 C4NSTRUCTION TESTING LABORATORIES, INC. ISSUED ...................................:::.:...: ......:.:..::::....::.::::.:.: :::::.::�::.�:::::.::::::.:::::.�:..:::::::.�::::::::: .::::::::::::::::::::.::::::::::::.:::.:::::::::::::::,:.�::::::::::::::::.:::.:::::..::::.:::::.�.�.�.�.�.�.�::::::::::::::::::.:::::::.:::.:..:::::.�....:....:n.::.�::...::::::::...:::::::.:::::::::.::...::::::.�.v::...:::::::::.:::::::.:. 10111 South Tacoma Way, Suite D-7, Tacoma, WA 98499 Tel. No. (206) 588-0805/Fax No. (206) 588-0928 , ,........, . . :...... :...: ::.:.. .. .. .. ::., ... ::.. ::.. .,.... ..., ..:.:: ::.:. ....... :.:. .:,, ....,H.� IN-PLA CE DEN�I TY TES T R�P't�R T ....... ..... ..... .. ..... ............ ...... ..... . .......................... ..... ........ .... ....�........................................................................................................................... ......................u..A....... CLIENT: M.A. Segale,..lnc.................................................................................................................................... DATE:....July....7fh,1997.......................................................PAGE: 1 OF 1 ....................... .............. PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT NO.: 21 .................................................................................................................................................................................. ................................................................................. ................................... PERMIT NO.: N/A JOB NO.: N/A ................................................................................................................................................................................... ................................................................................... ........................................... ADDRESS: 3rd Avenue & Edmonds Avenue coNrRAcr:N/A P.O.No.: N/A __.. ..... ........ _ _ . CONTRACTOR: Client TECHN/C/AN: D.SMI TH/fmd ....................................................................................................................................................................... ....................................................................................................................................................... IN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAXIMUM DENSlTY TEST METHOD: ASTM D-1557 ........ .................................. ....... .... . ''Cg"M:S,>.SSff�. :.: : 9/•.. /",'.i5::... . . •{.:Oi:>iiX.•:?+. .... <>T:r:;Y.fi:?,YA$ A4 f YMa...Y .� y. ..0 t....+.��...+t ♦.. . . . , �� °�ry:",.> `�f.S7Ff'9`4'� .. ��1Ye��f��l��t�5��fd �.afi x+�-A?4Y0 ) ::.:.. __. Y.... $ ;ffi "C'S ,Y,.,, �'7........ 2c .._., ._._ .... .. Z.� £.i .,,>.x�.�.�• ? ; ; ��R« M. z ; � PER- GO FIELD DENSITY � bAB CURV� � 7'EM TEST 'i.AH � ..T,.,� -.. CENT � .�...<.� .s CENT !]'A�T � ELEVA'TI�N L��A�IC�N y CURVE: L.BS � NO. NO , � CU.FT, : �atS� � ORY WT.� OPTIMUM o COfV1� r� f N0 � W�T DRY � UR� £ #J C�' 1NAT�R % PAGT RE�? � :�.....,t w::��,.,�.<.pr .,�.�.n:...�K�.>•.�<....�:.....-A.,..:. ::. `.,.,. v.:,...:: .... .::.::.........; . . � ..,. _ . . . .. ....< .. .,..... .:........ , , ...,.. .:. . .......... .. .. : :<:.. :.: _ ', ,,;' € a::� . .. ...: ._ ....:. :. . BORROW FILL < � � ` . .................. ....................................... .................. ................ .................... ........................ ............. : ........................................................................................................�................... ................. ..;.. ...... ..... ..j... .. .. . ; .........................� o� 133 - 1' * Test #1 P-1 935.3 � 123.7 9.4 137.2 ' 7.1 90.2 90.0% .... .. ......... ........ ................................................................................... .............................................�....................... ...................... ...........................�.................................................. ...................... �, ., � ,. � „ „ � 02 134 Test #2 135.4 ; 925.4 8 0 i 914 _ .. ... _ ._. _ ........... .... . .. ,... , ....... .._...... . ...� . ...... ...... ......... ....... . . ............ .. ..... _ 03.. ......1.35 " Test #3 "..... ......136.9 : 127.5 6.8 '• : " 92.9 3 ...... ....................................... ............................................................................................................................ . ......:..................---.. ...................... ..........................b............................ ............................................t .04... .....136 " Tesf #4 ��..............134:.1......'.....124..2... .......8�.2...................."............�............."..................90.5.... ..........��.........� .......... ......................................... . . ....................................................................................................... ........... 05 137 " Tesf #5 " 139.7 ; 132.1 5.8 " ¢ " 96.3 " � ............. ....................................... ............................................................................................................................. ...............;.............................................. ..........................,............................ .................... ......................t os 138 " Test #6 " 140.4 � 930.8 7.3 " ; " 96.3 " f .. ....___ ....... , . __ .... _. . .__ _. . _ . .... _ __...;.. . ...._ . _. ;_ _ .. _ _ ; :: 07 139 " Test #7 " 140.5 ' 129.4 8.6 " : " 95.3 " > ........... .................... ......................................................................................................................................................... ..............................................:....................... ..................................................:.................................................. ....................: < 08 140 " Test #8 " 139. 1 ` 928.6 8.2 " " 94.3 " { . ........... ..................... ....................................... .................................................................................................................................... ...........................;.............................................. . t............................ ......................... .......................................... ; 09 141 " Test #9 " 142.0 ; 131. 1 8.3 " � " 95.6 " 2 . ; ............................................................ ............. . . : �0 142 " Test #10 " 141.8 : 131.9 8.3 � " : " 96.1 " : . __ _. .: 11 143 _ Test #11 _ _ _ ,, _ 140 1 129.6 8.3 � �. ; „ _ 94.5 � >:,..:.. :....n.., ..:..t.�A �..w�,:.:w. :.,,.�..�,.A.u�u,�: .v:v�:>.:�. .��:vM...v,...�..�.�.�. ,.:n:..,.. ..:.:,.,.�x.,hA.:.�.t.,,�,�K.,.,>F.: .v.��.N:,.. , r:.::.,.wH.�,w �.K.x.�,.,,.>.r nix.A.,...�:�..x��x.�,<.:.,�..�..A:..�v..:�..�„��., ..,..wx..::.:::> ...� . �. - REMARKS: "Approximate depth below subgrade .. ... .... .... ... ... ................................. ...... ...............................................................................................................................................................C.O.N�ORMS ................................................. . ........................................................................................................................................................................................................................................ .......... .. ................ .... � ,,.......................................................................................................................................................�,.�,0............................................................................................................................... ......... . ................................... nr�:crrr.r�rn�iR.ii ! rv,�,�a� D-T06B2.021 �t- o�-oe-s� �'- o�-oe-s� � REVIEWED BY: ............� •� ^, ._. �LO/ �eL�� ��s- �,,�1U�����- �_oc�8� ��S��� T�.� v� � --� -q7 REPORT J U L 1 4 1997 ��� 3�� 5� - ISSUED �x��-r i�u 13 c�n�C �------ __. ..._�_� __.._._ 1 . �,� locJ'+ :cl� � �� Q � ir����s ���1 � U �a ''� ; z' ---� , � , >c ;,,<<�Y�rJ 6 � O Q — — -- _ _ Q �� � � � � �; � w , a c� �y, o RoQ�. F `,�3 �t , � � ` �° F,.;:r.1 .,H �M..9�'�' �:^ ;� �� KcrUH � , JUL 1 6 1997 CONSTRUCTION TESTING LABORATORlES, INC. ISSUED ��;�•= s�,a1� 10111 South Tacoma Way, Suite D-7, Tacoma, WA 98499 •. •• Telephone (206) 588-0805 .w� Facsimile 206 588-0928 FIELf� f1�tSPEC�'l�� RE#�f�R�` P�� � �� � Client: M.A. Segale, I�C. Date oflnspection: JUIy 90th,1997 ......................................................................_..............._........................-�---._................ .----...._.-------------..........--�--........... . Projecr: Cedar Crest Development Permit No.: N/A .............�--�-----�--�-----....-� ---� -----�-�-----------�--------......----...._..._.......--��------�-----........ ........_..--��---�----......__.__....--��---................. .... P.o.No.: N/A Address:3rd Aenue & Edmonds Avenue, Renton Job No.: N/A Contract No. N/A �--�--�................�--�--................._.........._..-----.._........._.................-�-----�---..................--�--- --�-----.._..-----��----.................._..--------�-----�--...... Contractor. ClieRt Report No.: 22 Project No.: T-0682 ........................................�----.._.......-�---._.._...-----�------.......---......__..._.............. __.-------�-- -��---............_........ N �-�.:.:�::.;;;;;; r:�:�:. , > I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled in-place density testing. Upon my arrival, 7 each in-place density tests were performed on retention "A" area. A!I density tests performed met jobsite specifications, as per attached copy of in-place density tests report. Geo Engineers J U L 1 8 1�9? I � .;-�---_1�-------�-==�"_F�:� F�::�_._.. - - - --------- Weather:�N�N�� PARTLY CLOUDY Inspector: R.ROWDEN/fmd .......--��---��-�--�.........................................�---........._............_...........--�-----�--._............. .....-- �--- �-�-�---�---................................ --� ......................................................................_.................._....._.........-�---............... srcro.�nv -rrLe�:F-T-Oh82.1112 R a17-II-97 T����r-v� Reviewed By: - -- _ __............._ ���o��r CONSTRUCTION TESTING LABORATORIES, INC. ��� � s 199� .....,..,.»,,..,..,n,,..,...,r........r,....,.,..,,........,..,,�.........,,.,....v.....................w.,...�,...w.,�MK.,,.,...r.,...,....,..�..........................................,..,........................,......,.....,...,.....,...,......,.:10111 South�TacomaYWa�x�facoma'..�:.. . . . . ..... ...... ....... .. ...... . .... ... .... .. . . . ..... .. .... ....................................................................................... ........ y ...:::::::..::..::.. � , A 98499 Tel. No. (206) 588-0805/Fax No. (206) 588-0928 .,..,,, ,,...,.... ,..... ..,...,,,.,,. .0,. :.., ..,...w,. :.,.:..,. .,..,... :::: ,..,,. ....,, .,,., ;s:: ..:, . -:, ,., __ .. .... :. ..,,. :::. „ > . ... :... . w.. � ��. : : �N�PLAC�` l��N�ITY Ti��T:REP'O►RT ; : : .v.�.r�.,�,..��„�...�.�.v�:� .. :. ,.;.:.::.:.:, ;. .. �+� v♦ }in\..�. .... ...n.�.Vw�w.v,n.�..Aw.�.���v.A1•M4JY✓NT�fhMVM':. ....•.• ...�.• •:N'4AN�N��x��VTYt ..�...v.. •n..�..� ..�.�.... v..r..v.v .v�nv�.ti �TJ....�v� .n.}.f.V.�v+hrlTnNC.\�hAv::\\:S . A ♦ .v♦ .�..N... .....rl� ♦. ...».. CL/ENT: M.A. Segale, Inc. DATE: July 10th,1997 PAGE: 1 OF 1 ................................................................................................................................................................................... ................................................................................................... ............... .............. PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT NO.: 22 .................................................................................................................................................................................. .............................................................................-�-- -............-�-----.... �- PERM/T NO.: N/A JOB NO.: N/A .................................................................................................................................................................................. ................................................................---................. ................................................. ADDRESS: 3rd Avenue & Edmonds Avenue CONTRACT:N/A P.o.No.: N/A CONTRACTOR: Cll@I7f TECHN/C/AN: R.ROWDEN/fmd .......................................................................��---........................................................................---........---�--.. ....................................---�--.................................................................--��------.................................. IN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAXIMUM DENSITY TEST METHOD: ASTM D-1557 ..............................................................................................:....................... ............................................................................................... .. . .. ... ... . . �.....�..�3....�.. . , ... +�•k;S{�_�•Yv Yin,3,tp��:'�Si''�+�x...„3�'{��,.�.....�'C-"??,Y�'F2`�N+4��-.�:�. •.�.�. ......, . .. ............. .................... •:�. � F��~ : : . . �fw� �: V V/n�.... :' �: . ' - : � �� ' FIELa I.�E"N�ITY L;AS CLIRV� ?`�M �"�.R#� ' d.AE! . ��/V�' y .:.: C�;��V�' PACT �. NO >i N(} ' �LEVATIDN �.C�CJ�:�I�I� cuRv � �,es ; �u�r� MatST DRYVV'�"��F��'IMtiM �o� ; � : , : N�. ` WE7' DR�'; U�f�E ; , #!C�' W.�T,�R'�o ; ; . , __ __ _ : : _, ;;. . : �i��7 ��'+C,t�': : ;:. , , _�. ��.�,�;:: ,�.�..u�:.,�.,,..x�.::o .�. .�:::. .....w.:: .......v; ....r::a ,: _ _ ...�..N..� ...,. �.......� ..Y. .��.�.k.�.�� . .�.� ��..� ...�.::, ..,...::.., ... .:. ......« ....::. .......;,. .... x.,.<.�:. ��� ..�.>. �.,::�:� RETENTION POND "A" i i ........... ......��----��-�---.. .....---..........---...---............ .................................................................................................................................... ...........................;............--�-----.......................... .......---............--�-¢�---------�-�----...-�------ -----------...............-�--�--........... o� 144 - 3' 9'North, 24'East of CB#2A P-4 918.4 ; 106.9 90.7 115.8 � 15.7 92.3 90.0% ........... .................... ........................................ ................................................................................................................ ...................................................................... .................................................. .................... ...................... � F.............................. 02 145 " 36' Wesf, of CB#2A " 198.3 ; 108.4 9.1 " " 93.6 „ _. ._. ...... .. ..... .. .... .. ..... . .... ... .... .... .. ..... .. .. ..... ......... . ....... ... ... ..... ... ...... . .......... ... .. ...... . .. . . ,.. .. .. .. . �. 03 146 " 35' West, 35'Soufh of CB#2A " 116.9 � 106.1 90.2 " i " 91.6 " ...... ..................... ........................�-----......... .................................................................................................................................... ...........................;.............................................. ..........................,............................ .................... ....................... 04 147 " 65' South of CB#2A " 917.9 ; 107.7 9.4 " ` " 93.0 " ....... .................... ...........................................................�-�--��----.....--�-��----.........-�--��--�--��----........-�-�-�------..................-�-- ----........................-�-�-�-------............................. ...................... ...........................:.................................................. .....-�---............. 05 148 " 15' West, 100' South of CB#2A " 118.8 : 107.3 10.7 " � " 92.7 " . ........... ....................................... .................................................................................................................................... .......................................................................... ..........................,............................ ............................................ 06 149 " 150' South of CB#2A " 119.3 ; 108.4 90.0 " ; " 93.6 " 07 150 " 160' South, 20'East of CB#2A " 119.5 ; 107.8 11.2 " ; " 93.1 " ........................................................................................................................................................ ..............................................:....................... ...................... ...........................}.................................................. ...................... � 1 ........... ..................... ....................................... .................................................................................................................................... ..........................;............................................... ...........................;............................ ............................................ i � � : : ........... .................... ......................................................................................................................................................... . . , ..................................................................... ..................................................�......................... .. . . _. � O�tF �R� _ _ ___ _ __ __ _ _ _ _ .. _ ___ . . 3 �<.N.R � � `• .�,w.,.,s.o. oR,.>.,�,N.�;...�..0.4.�w,..o.a..w..�,w«.Y,.�.�a:.,,H,oxo�..�,�,.�....�.....�:,>:,xo � ,...�.�..o�,c,o�o.r...., ��. .a�wnw.....,,�.rw. on..:oxw•Hr....v.vw:...w.aa � oa..a...,..,'...o:,.wxwwsw.w»rwac•+..n.�.corx«w.Kcurr,..xo�.a.. ..,...w.+..:b,...sw..w.». .+..4...... <.,.,,a� .wrx ��uo-:w.:x..v..r:w..Wax,.»..•,.r..xo.. . re... REMARKS: ...................................................................................................................................................................................................................................................................................................................................................................... ......................................................................................................................................................�,,, .,.........................................................................................................:.................... ....... .....�,,(,..................................... Oh:\�.17T)�.b'TII�/'RI! '�.....:�'Nn,�: D-T0682.022 �r- 0�-11-9� T'- 07-10-97 ;�.�,�;Y REVIEWED BY: .. ........ .��................................_. REPORT J U L 1 7 1997 CONSTRUCTION TESTING LABORATORfES, IN�. ISSUE� ! ,y�i�w�� I .�waca 10111 South Tacoma Way, Suite D-7, Tacoma,WA 98499 `'�i� Telephone (206) 588-0805 Facsimile 206 588-0928 �.,.� : F��� ��,����i���� ������ ;f�ag� 1 ot 1 _ Client: M.A. Segale, IlIC. Date of Inspection:� July 95th,1997 ....----��---......_.. . _......_.-�-------._._.__...._._._---...... projecr: Cedar Crest Development Permii No.: N/A .._.__._._ .v..�__.....�-----__.___..__._____.... P.O.No.: N/A Address:3rd Avenue & Edmonds Avenue Job No.: N/A .--------_..�_..._---._._.__�___..._� �_._.._._ Contraci No. N/A ......___.............----------._._..._........_..._.._._.............._.. _ .. p J Coniractor: C1i217t Re ort No.: 23 Pro'ect No.: T-0682 ------......._._._.._..___�..._.�..__.._.._....�--------.___-___._______. -----..__. _......_................. ��: 1 arrived on the jobsite to perform special inspection and/or fie/d testing, for today's scheduled in-place density testing. As requested, 6 each in-place density tests were performed af area between power pole and MH#�5, as per attached copy of in-place density tests report. Ge� �ng�neers �u� Z t ��:t �-3:�_--�r�._====-�.__,- _� ..�..k�.�.. Weather: CLOUDY lnspector: S.HONG/fmd ......................�--�--�--�--.................-�---�--_.........__.._.............._...._.---..._.....--�----...... --....---. .. .....------..... ... . .. . .. .--._......-�--�--�--�--�............................................._....._..------........_...........----..._..._.. --........ Frsr�.Ezr-rru,�cva: T-/lhdi2.023 R J17-16-97 T a17-IIS-97 Reviewed By: ►-ti r r'C}�-� � CONSTRUCTION TESTING LABORAT4RIES INC, �UL 1 71997 �, ::::::::::::::.:......u.��v.v�..�.::n.::..:r......,...... � ... .......:......::......:.:.r.:..:..:�:::::::�::::::::::::::......::::......:::.:..:..::::�:.:....:................................ ........................................................................ . ................... ..... �. � . . � . . .......... .......... . ......n..................................................................................v.v..Y..v...........................�.....�.,..��...�u.�...Y.�.�..:.�..v.:::::..::.::..:...:...h....::::::::::. 10111 South Tacoma Way, Suite D-7, Tacoma, WA 98499 Tel. No. (206) 588-0805/Fax No. (206) 588-0928 ......M.........�:�.�.�,...V,.�. �...,,.n. ....... .,.... . .,..n..� ...:: .: <v ,�„p,.�.�, ; , � ; � <: � : lN�f'L��� �7ENSITY T�ST REPOf�T : ... . . . ::::::...... _ . _ :::.:.:.:.:. _ ...�.�.. .. . .. .�..��,�.�:;�.�.��;..:.��::�.��,a,.,,�,.�.�xv.::..:.. : ...�..... w ���.�v....� ��......i..\.hT...N..:N�•n�Y.40a..k::4.Ni:iti�a:Vwf>�n.�w✓n'��.�v:VNW:vhhiV�Y�V�iN�iiN.11V.\Vh'NV:%V:V%\'VW'i.�� ..iwT.w.J..>.....w.V.iYtthV.V:l.1W.\ti}HP.V%�Mfa'�aa�WwivYi:}h� CUENT: M.A. Segale, Inc. �ArE: July 15fh,9997 PAGE: 1 oF 1 ................................................................................................................................................................................... ................................................................................................... .............. ................ PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT NO.: 23 ................................................................................................................................................................................. ................................................................................. ................................... PERMIT NO.: N/A JOB NO.: N/A ................................................................................................................................................................................. .................................................................................... ................................................. a��REss: 3rd Avenue 8 Edmonds Avenue CONTRACT:N/A P.O.No.: N/A ............._... ... .... .. _..... ... ....... . _. CONTRACTOR: Client TECHN/C/AN: S.HONG/fmd ....................................................................................................................................................................... ................................................................................................................-----�-�--............................. IN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAXIMUM DENSITY TEST METHOD: ASTM D-1557 ..................................... . r� z ................ .......... . ...... ... . . .. .. ,..,.. :..: ..:... .. . •. ..:. '�F'.?'�`.-......'T�'6� ..n.."r'.?�fS��'a�.x}.�.... .s.�?+�„x�t�...�r. �M"� ��: a-r>+sy�a�},:?g;sa:a:;�:t�t:;�'? v�r'E"i'f.?"i�7:°��'A�8?'+4";q;%r�ti:a9'a dyyrS;r,,�g3a�rJs+�ar 3i%�. ; ' h,�l-?� �' PER- : COM- , ' ! �AH >� F/EL[� t.�EIVSITY I.AB �L/Rl/L' �'�M '�"�'��' � T<. ,.�..�..a: C�NT Kx.x... M,� C,�1VT PACT ' EC�VATIt�N ' L�CA,�IC�N ' CURVE �,BS ` CU.Fi: ' DRYWT.; OPTfMUM NC�. ' N�►. < .. _ MC115T- �t�IVf« ',' % ; , ; ;; NU. WET : OR�` URE #J CF. : WA�'Ef�:'°l �'�1C�` ; R,��?: - + ,-:, : -..:.. , , ; � �.� �.T,. ..>;:.�.,��:�:�:�.��.�u.�::�x.a„��,�..�:.n.,�,�.;�.� ��..�........�wu,�:,�x.,�x�.. :t�.,.�..�,�;: .,.�.�>,�:: .,..�.�.� �' �,::,..,, ....�N,�,.,�,�.a . . .�...�.N..�»;,�.�...��x�,., . �,.�..,..,w. NE AREA OF POWER POLE j ; .......... ..................... ....................................... ....��---........................................................................------............................................. ..........................�...................... ...................... ..........................b.................-�--��----. ..................... ...................... 01 151 - 1'Subgrade 70'East from MH#15 P-1 140.3 ' 129.1 8.7 137.2 ` 7.1 94.9 90.0% ........... .................... .... ................. ................................................................................................................ ..............................................�....................... ...................... ...........................1............................. .................... ...................... 02 152 " 50' South from MH#15 " 142.3 ; 130.7 8.9 " � " 95.3 " _ ......... ...... _. __ . _ .......__ ._ . ..__._._......_...................:... . .... .. ......._.�.. ........ . .. ... ._�.. .........,........... _.. .._. _._........ ..... .....,. . .....�. _...�_.._..__ ...��.... ....�.�................. ._ ...,_.. 03.. ......153 " 150' SE from MH#15....................................................... .....P-4..... ......126:9......?....113.3-- -.....11:2..... .....115.8.....s........15.7........ ....97.8..... ..........��........... ...... ....................................... .......................................... . . . . 04 154 " 250' SE from MH#15 " 128.6 � 116.1 10.8 " '• " 100+ " .......... .................... ......................................................................................................................................................... ..............................................:....................... ...................... ...........................:.................................................. ........................ , � POND „C„ + � ..... ..................... ......................9............. ................................................................................................................ ................... ......_....................�...................... ...................... ..........................;............................ -�---�--..................................... 05 955 1'Sub rade 50'NE from comer P 4 127 4 � 114.2 11.6 115.8 ; 15.7 98 6 90.0% _._.. _. . _ .. ..... _. _.... ...... _ .. . .... . ........_ _ . .... . _. .. ...... .. . ..... .. ..... _ .... ..... ...... _..... ..,. ..__ 06 156 " 120' Wesf from corner P-1 141.8 ; 130.8 8.4 7.1 ; 95.3 " ..........:............................. ........... .................... ......................................................................................................................................................... ................... .................................................. ........................................ .....-�----��----.... ...................... I ' f ......... ..................... ....................................... .................................................................................................................................... ...........................t.............................................. ...........................�............................ ............................................ � � ; � , ........... .................... ......................................................................................................................................................... ..............................................:....................... ..................................................�.................................................. ....................... , E __ __ -_ _ ....... _ . . ,. ...,.. :. . . ._.__ . _ C , _ i �`! . � i ....:.n.o;.a .,.no.a.: � � ...,..�..a:�w..cw.r....wcxa:a.n.•.,wxv�o-.».n,...v,r:v.�n,w.,.�.,r,..,sv.rr,.,....s•...,:w.xo..c.�.v..:<..::w.wa.w:•.,•,,>..a.wu.,,,»w.sH:wwcoo�,v.awaxuwo-�war�wwrow w.w;c�xr�,w•.,.aa:.... �.4x�.:.a;..;.r.e,».o,..o-wx.o.o..wx.wxa:x•....�.. x�u.wwew.w �:::.:..,.....:�. REMARKS: ...................................................................................................................................................................................................................................................................................................................................................................... ............................................................................................................................................................................................................................................................................................................................................................... � ..����::.......................................................................................................................................................,�:'�................................................................................................................................ . .......`�_.�....................................... � ......... nr.�.crn.rrn tx.�� �S N,ua: n-T06B7.023 R• 07-i6-97 T- 07-16-97 ��,` REVIEWED BY: ..... . ..... �.................................. ���w� J U l 2 4 1997 CONSTRUCTION TESTING LABORATORIES, INC. �SSUED ;_ w c" 10111 South Tacoma Way, Suite D-7, Tacoma, WA 98499 ' ���� Telephone (206) 588-0805 Facsimile 206�588-0928 � F�E�� ��.���G���� R����� ' ;Page 1 ot 1 Client: M.A. SegaJe, Inc. Date of lnspection: July 17th, 1997 .........................................�--�--..........................._...................._.....................--��---------._... ....._...........---�--.....--�---.................. .. Projecr: Cedar Crest Development Permit No.: N/A .......................................................................................................�-��---�---------..__.._.... ........--��-----...........-�---�---........................_..._...-- P.o.No.: N/A Address:3rd Avenue & Edmonds Avenue Job No.: N/A ......_..._---�--�---------------------------�---------...__..___...._.-------.._.._.--------.....------------...---...... �-----��--�-----.._.................._..------................._......... Contract No. N/A ...............................................�--�----.............----�--�----.._....................--�---...-----�--........... ....--�--��-�---.._......................_.........._._................ Contractor: Client Report No.: 24 Project No.: T-0682 ................��--�--......._..---...._..----�----�--..................-�---�-�--.._--�--....._...............-�-----�� -----�-------... ............_............... �.�.Y:�a4:;��;���� �•- . � �.�,"'.�:�..h.�.-� �Ks:< ! arrived on the jobsite to perform specia! inspection and/or field testing, for today's scheduled in-place density testing. As requested, 7 each in-place density tests were performed on fill at the NW area of 3 cell ponds (west), as per attached copy of in-place density tests report. _ i � .......:...:..............:.......:.:. .......N ,....... ..v..,. ., x .v.....v.... N.HAw...... . .k...A..... . H, Weather: FAIR Inspector: D.SMITH/fmd ...............................................................................................�--�--.............--�--....... ...................... ................._ __ .............................................................................................................................. �-=1'�� FTElO.FTf✓ 'FII�NAI�:F-T�IIIXZ.I11�( R J17-18-97 T�17-ZI-97 ReVI@W@C�BJ/: _...._. �S E � � J U L 2 2 1997 CONSTRUCTION TESTING LABORATCJRIES, INC. �ssuE� ., ....,,.,,..,..,.,,.,..,,,,........A.......,.......,..,,.,,,A,N...A,,.....................................,.........,..x..,,,�k..,�........................................................................w.........,..........................::.,10111 South Tacoma Wa �Suite�D-7��Tacoma�.,�A::.. :..,:9 ........�.. . .. .. ......... . ...... . . ... .. ......................................... . .. .................................................................... .. y, , , 9849 Tel. No. (206) 588-0805/Fax No. (206) 588-0928 .,,,�,,:., ..,,:.,,, ....: ,<...:.:. w,�....:,�.,.. .:.,...,. .:::: ..N...::. ..,��.... ::..,, ..:::. ,.n.,,.:, r..<:.:�:�. .A,,,.,<..:. ::..... ..,�,..�.......:...:::......::.,. :::rh v .� ' +v.�.v.v ir: rvv4 .���.n.. ���v.v :n�..�� �...����� . .. 1N-PL.AC�E Q,�N�ITY TE�T RL�PORT ' :i ��:.w,...Mu.a... : : . Va�of� \wTwrv�w[w�.n��'v.wAw\��w:�%�W.�V.�N..\n �.�x..vx ♦hv..vn4\ .n.v�..\:�h .nv...�.W .�.�w.u: n..�.�:. ' »nnYn�`h�n4:hP�i.Y.V}�V:W�T Y.�.. ».L.AN.\V vnn...... ..... .....V:.\ n......v. v.l.Y:. ......v\r .n}.vti:�h\n�.J ...A ♦.h.v.\<.•N?.'N.��riW.�AUw:: CLIENT: M.A. Segale, 111C. DATE: July 17fh,1997 PAGE: 1 OF 1 .................................................................................................................................................................................... .................................................................................................... ---............ ................. PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT NO.: 24 .................................................................................................................................................................................. .......---....................---------.......................................... ..---.............................. PERMIT NO.: N/A JOB NO.: N/A ........................................................................ .......................................... ............................... .................................................................................... ................................................ ADDRESS: 3rd Avenue & Edmonds Avenue CONTRACT:N/A P.O.No.: N/A coNTRACTOR: Client TECHNICIAN: S.HONG/fmd .......................................................................................�---------�----........................................................----�-�-- ............................................--�---........---.......................................................................................... IN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAX/MUM DENSITY TEST METHOD: ASTM D-1557 .................. . . . --................... ...................... . ..... . .. . .. .,�3� .. . , ary»^rJ�C»a.w ac"'� •gcCY'igr.�> e� o :� �� ..::. ::;s a `.C,P.�'e"ty.AS?.'3:`i�S<?'°g+zFf."..,�L.�. �8�nu Y,��:y:.. ? I . : 'i .: l �: :i i : .: .' ��. I"i""wf[� . :. . : . . .�. i �lELI3 L7E'NSJTY PER LAB CURVE ' COM- �1�M '��a�l' :_ ; LAB �<.�..��.w ,�... ..<.�.<„�. C�NT <.��.�� ' ��N�' '.PACT ELEVATION ` LC��I�TIC�N : CURVE� LBS � ;CU.FT': ' ORYN?'.' UP7'IMUM ` Nb, Nt1. MOIST- _ �E�M �S ; ; , : < . �N0. ,� WE7' OR�'' ' #I C�' WA7ER% P �i�+R� ' ; '' ': ;: � , ......: ��::�.x.�.�.�.A..�ti.�.,�.::;�.,..�A,�a,�.,�..�.�..:...,<:,.:..,Y.�:t. ��.,�.,.����a,�.. ���: ,r,..�.A.,.;.»;�., a.��1R+� �. .�....<v,<, s,., .�,.,.,:��.. ,<A�F�. <:�.�.�..�.� �.��..v .>.:.> .<.�.. ...,... w. NW AREA OF 3 CELL WET PONDS � R.��.a .. ............................................................. ...........��-------................................................----�-----.................................. ................... ---�---....................�.............................................. ..........................�............................ ..............--�----�---................... 01 157 - 2'Subgrade... 60'North from pond........................................................ ....P-2.... ......128:4......'.....1.19:.3... .......7•.6...... ......125.0......�........11.2....... ...95.4.... ..90:.0%... ..... ... . ...... ...... ........ ...... �x „ , .. „ � ,. „ 02 158 150 NE from pond 127 6 , 125 0 7.8 : 94 6 . _. . .... . _ . ... _... _ __ .._.. . ...... . ... , ... ....�.� ..... . . ,__.,.__._ .._._......... ....... .... .. ._ . 03 159 - 1'Subgrade 120' South from MH#19 P-3 112 5 � 108 3 3.9 110 9 i 17.0 97.7 „ �........... ..................... .... ............... ........................................................................................................"""" ""'.............. ...........................y...................... ...................... .................""""'y"'"'....................... ............................................ ' 04 160 " 50' South from MH#19 " 193.3 � 105.1 7.8 " '• " 94.8 " -�-�......................�....................... .................-�-�- -----......................�.................................................. ..................... . ......... .................... ...................:�..........---�-��-- �--�-��---.................................................................................................... ........��......... ; .. ' ,. „ 05 161 80 SE from MH#19 9 08.3 j 103.5 4.6 ? 93.3 ........... ..................... ....................................... .................................................................................................................................... .......................................................................... .......................... ............................ ............................................ Os 162 Subgrade 100'East from MH#99 " 110 9 � 105.8 4 8 " � " 95 4 " ..... ... ..._...... ........ . ._. .. . _...... ... .._......... _.... .._._..... .... ......__. ...:..... . ........._ ........_. . ...,,,...,.. . ... . ............ ..7._...... . ...__...... . .............. ....... .. ......,..... £ 07 163 " 70' SW f�m MH#18 " 112 3 ; 107.0 5.0 " i " 96.5 " ; ........... .................... ..................................................................................................��-----................................................ ----.................................................................. ...................... ..................................................--�--.. . ��-�-----.....-�-�--- �...................... . � : ..... ............................................................. .................................................................... ....................................... .................�- --........................�....................... .................... .........................�............................. ............................................ i �. . . ........... .................... ............................................................................................................................ ................. ................... • ............ ................................................... ...................... .............................................................................. .......................£ i € . , . .. __.. _ __. . __ . . _... . . _ __ . _ .. . _ . .. . ......... ..X..:..�.,.�.�.,�w w�.h....:.....� . : �1�� RM� ......... ......... ......... .MN.AN.u...m:..,�H�..R...w...v. ......�.....N..f.A�::...».r�....:. ....�...�x:�.���.::..�...s..:�w v.:.v.:..�.�. .�.:�.A�xNr.�..�,�. REMARKS: . ...................................................................................................................................................................................................................................................................................................................................................................... � ...................................................................................................................................................................................................................................................................................................................................................................... F ,,,.,.............................................................................•---....................................................................... .-............................................................................................................................... ...... .......... ....,v,................................... � �' G '� � .� ... nr.x.t�n.rrn rx.» ,� ,�lv,uS: D-T068T.074 �t- o�-ie-9� T- 07-18-97 �. REVIEWED BY: ........... � REPORT JUL 2 8 1997 CONSTRUCTION TESTING LABORATORIES, INC. ISSUED � ���;,� �`�i��cl� 10111 South Tacoma Way, Suite D-7, Tacoma,WA 98499 � ��• Telephone (206) 588-0805 ', ' Facsimile 206� 588:_0928 ' F1ELD 11�SPL`C�"f�11t RE�f�I��" ; ' p�s� � o� 1 I : :; . : Client: M.A. Segale, InC. Date of/nspection: July 21 st, 1997 � ..........................................�-----�--�------.._................-�---�-��---�--�---�------..............---._........_.. _.....---�--�--....................... .._ __. � Project: Cedar Crest Deve/opmenf Permif No.: N/A -----�------�---------�-�---�-------�-------------��............................_.............----��--�---...----�--.... .---�---�--.........-----..................................__ __ P.o.No.: N/A _____�_�--_-----------._________._________ _ ___ __.,__--_. � _ _ __ � Address:3rd Avenue & Edmonds Avenue �ob No.: N/A Contract No. N/A .........................................................................................__...-----.............................. ....._............................................................. . , Contractor: C/!eR! Report No.: 25 Project No.: T-0682 �-------------�------�--�--�--............_._...._.....--�--....__._.._._._...------._._...................... ................ ........................... �.. :�`.'�if... .�.. ... . . . . . . . . . . . . . . . .`.�°im`'2`�.FiE::�G�?#rt'i�cv�#Y:Yx.:<3,+`:1�'.;'h.':::i'F'.::��::�;iii: !- 1 arrived on the jobsite to perform special inspection and/or field testing, for ; today's scheduled soils in-place density testing. ' As requested, 8 each in-place density tests were performed on fill, between MH#93 and 14, as per attached copy of in-place density tests report. '� � �s��� ���n��rs a:a�.� .�ti i ' �u� 3 0 ��� , ------�'�•-�------i��-----M . � ---- Weather: ���AmF.N�'x.t�l.��CLOUDY ��� Inspector: S.HONG/fmd ._.....................................................�----...................-------------�--.................--._......... ......................................... ... ____ _ ................................................. ..................................................................... 1��� F��o�.-���: F-Tn�x1.n15 R a»-2z-9� 7'�17-23-97 Reviewed By: : i - � 'JFi J U L 2 8 1997 CONSTRUCT/ON TESTING LABORATORIES, INC. �ssuEo .,.,........,,.............,.......,...........................,.............................................................................................................................................................................................:::.,....101�1�1�8outh�Tacoma..Wa::.:.Suife�D-7::.Tacoma":.WA�::98499 Y, , , Tel. No. (206) 588-0805/Fax No. (206) 588-0928 ,..... ..... . .., ... ...,. w , � ... . lN-PLACE DENSITY TES7' 1�7EPORT :�,.. ;:.�. �.:b.�:V v.,:;i..o . ......;�i. »u:.r.:. ...:�I:.:: .,.:.:�::�_.:.;-,.. ..._� _:... .:.......�...':� ......::: ..>..:��...x�w�.wxxn.,i::, nr.n.n.�: .nxnn.i:; ........xnwtt+[+vwi�vxar.w�wi.3:S.xaa.vvxar.:.awm�tiii.ar';�w.00-rNu3�uca»ar.a.Y.rw�:+.vra.wavdrlw.:nwa•r.va*.v.s�:.::.i CL/ENT: M.A. Segale, 111C. DATE: ,IUIy 29Sf,1997 PACE: 1 OF 1 ................................................................................................................................................................................... ................................................................................................... ............... .............. PROJECT: Cedar Crest Developmeni PROJECT NO.: T-0682 REPORT NO.: 25 .................................................................................................................................................................................. ................................................................................. ................................. PERMIT NO.: N/�4 JOB NO.: N/A ................................................................................................................................................................................... ................................................................................... ................... . ADDRESS: 3rd Avenue & Edmonds Avenue CONTRACT:N/A P.O.No.: N/A CONTRACTOR: Clienf TECHN/C/AN: S.HONG/fmd ....................................................................................................................................................................... ................................................................................................................................................... IN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAX/MUM DENSITY TEST METHOD: ASTM D-1557 ................................................................................................................. ___........ . . . . ... . .........._.._................... . :,:t.:�.«,.:,.:..:.:.... .u..:.. ....v:...::::..<::.,:..,..:,.::::....::.,::..,,.::...v..:....:.....::::....:• :r,:•.>.,..,::::.:,.,...::,.:...: ... .a�s. M R� ..\.Y.............�R......�R�%v.�:.........:............ ..3. h>r��s:rr:a; �c:'{c .. . : � . . . ...........a5�°.,.... ..: �. .. .•................,..:).........'1...............................:.::::::::::::..�:..�.�.�::::::::::::::....:8?Y'F..>..::::;:::::;:>:::::>:.�:::F':>::;'^.^:<:`:;.,;,,.,,...;..v,::<;:,:%*'2:?'%%%•r,;:;'^:......R . �... ..,. ... ,..�l`.... .._.. � _. . .._ _.. __ __..... b � �., , �FIEL '�.'Y � f�ER _� �_PER- € COM f) ��NSI LAB CURVF �1'�M TEST ' . < _ ': € LAB # >7.. � ,,.. �<,.. _ CENT : ...., .�«M _,,.,.> ,. -. CENT � PACT ; � � El.,�'VATION ' ` ,�.:C��ATION : CURVE� LBS. � CU.�"l". ' lJRYWT., OPT/MUM � o < N0, N0. > ,. ; g M�IST-,� _ COM- f < � � £NO , £ VY�T DRY � URE � #I CF ' WA�'ER� PAGT � f�EQ �:. � :.. ... ': .....:� ...` . : .... '. ....: ..: ' ..r�� �>.....<�..�.... ... ......,,.v...,..h..,..><�::... .��.�.>.:.. ...,...::.:...........�....,:.,..,,....:..::....:... . :. ...... . . ...ti... .. ..,.�......,.....:.; .R.<..... . ..,....,h.. .... ..,.,,.......... .. .. ........, ;..:............:. . ; ...:::,:,,.............. �.. �..........�..................... ...................................... .MH.#.�.3...... .................................... �..... ......... ................... .................. ............... � ...................... ........................ ............... . ........ +, : � : a. ,. ... ..... ........... . ,... ..;.. , ..:. ...... ..... ...>.. � .. .. ... ,: > ..01... .....164..... ......Subgrade...... 80 North ...P-4...........123:.8......;.....910..5... ......12.0............115.8......�.........15.7.............95.4.... ..90:0% ;; ...................�............................................................................................. . � 02 165 ' 1' _ 6�'NW _ ,• 118 5 : 104.4 14.5 ,• '• •, 90 1 " __ _. __ _ . _. ,.. �_ . _ > � 03 166 " 40 NE " 124 0 905 0 18 1 _ " ; " 90 7 " ¢.. ...... .................. ....................................... ................. .............................................................................................:.................. ...........................y...................... ...................... ..........................y............................ ...................... ..................... � MH #14 �................................ .......................�..................................�............................................................................................ ..............................................:....................... ..................................................;.................................................. ................. . � 04 967 - 9 80 South P-4 926.8 ; 908.8 16.5 115.8 � 15.7 94.0 90.0% ;........... ..................... ....................................... .................................................................................................................................... ..........................:...................... ...................... ..........................,............................ , . . ............................................ ; 05 168 " 50' South " 128.3 � 909.5 17.3 " ':. " 94.6 " . ' MH #93 � � � ' ....... .................... ........................................ � ...........................:............................. ................................................................................................................. ...................................................................... ...................... .................... ............. ? os 169 - 1' 250'East P-4 9 96.8 ` 940.5 19.8 115.8 � 15.7 90.2 90.0% ; ;.......... ..................... ....................................... .................................................................................................................................... ...........................;.............................................. ..........................¢............................ ............................................: � MH #14 � ° : : ; ? . ..... .........................................../................ ..................�......................................................................................... ..................: ..........................:....................... ..................................................�.................................................. ...................< � 09 170 - 1 300 SE P-4 � 124.0 � �06.0 9 7.0 115.8 � 15.7 91.5 90.0% ; _ __ _ ; �0 171 - 1' 350'East „ 925 3 107 1 17 0 .ryx� ,,,..�.4ry.h....�",.MX...v......::9?..5,.........:.:..�,.. .. .. ......,.......v......��..��....v.,.v.�.>,.v.v.,.:...x�r,..v.x .., .Yx.v.....hn.v,.. .:. REMARKS: tyOl�i t/ft�S .......................................................................................................................................................................................................................................................................................................... . . . ..................................................................................................................................................................................................................................................................................................... ......................................................... � .............................................................................................................................................................�.................................................................................................................................... ....... . ...�,,�„ .................................. ,. � nf��nrrrn iR�i ff' vaMe: o•rosaz.ozs R- 07-22•97 T- 07-23-97 � REVIEWEDBY: ....... _...................... . �' REPORT JUL301997 CONSTRUCTION TESTING LABORATORIES, INC. �SSUED •ii�y, ,�c�� 10111 So�th Tacoma Way, $uite D-7, Tacoma,WA 98499 ��� Telephone (206) 588-0805 Facsimile (206) 588-0928 FIELD INSPE�T`IQN RE< PQRT` '; �a�' � ' of � Clirnt: M.A. Segale, I��. Date of Inspection: July 23rd,1997 ......................................_..........._..--�-�--�--.._...............--------.....__.._...-----...-�---............... ..........---.._...__................................... Project: Cedar Crest Development Permit No.: N/A P.o.No.: N/A AdJres,r: 3rd Avenue & Edmonds Avenue Job iYo.: N/A Contract No. N/A ..........................................................._..................-----�--�-�--........................_............. .._.-�-----�-----...-----._.._._....._................................ Contractor: Client Report No.: 26 Project Nn.: T-0682 _. ... . .. .. . . . . .... .. .. . . . . . . . . . . . . . .. . id'..' I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled soils in-place density testing. As requested, 9 each in-place density tests were performed on fill at the area between MH # 13 and 14, and north and east area of NE 3 cell ponds, as per attached copy of in-place density tests report. � x':1.-a.« �-- . 4� - _ .� :E�g���rs Q=.�v u � �C;,T r' _:�:-- -'�_------�-- _ 7 Weather: ���WµN � µ FAIR Inspector: �S.HONG/fmd � .........................................................�-�---��--�--........_......._--��---....................---�--.._..- --�--................._ ... ..........................._ ........................................................................�-�-----.........---_.....................--�---....... FEIO.FTW- F0.E NAME: F-TOGBZ.O26 [t-o�-2s-s� .. T- o�-2a-s� Reviewed By: � � ��PVn � C�NSTR UCTION TESTING LABORA TORIES INC. ��� 2 $ 1997 ....::.h.........................::....:..�.�:...:.:::.. ........... . .. . . ........................... ... . . ............................................................. ............................�.. ................v...�.�...w....Y.�.,.....................................v....�...........................................................................................,.......................�:.A.....vN..�..x.�.r...h.n....::..:::::::::::::::::::...�.�.�.u:.�.n�M......:::...::....::.....:..:.v.......vs,.v....w.::n..::::::::::::: 10111 South Tacoma Way, Suife D-7, Tacoma, WA 98499 Tel. No. (206) 588-0805/Fax No. (206) 588-0925 ,M,,....�..,..,��.�. �,,,,._,....:..,..:..,.,.:.. :..:......::..:::::..:................... ...... :..::.:...::.:::....:::::.:::.:..:.:......,.r......: .:,.:.....:.:...:::::::::•.,.,.N,..,,,.,�..�.s,..w�;.,K,,..,<�,:...., ,...:..,�,...,'.,,,:::..,vhv.,,.:.....,w�...-�,..,.,.<,,.�.,�.,�:.,,,,�v..,,�,.,N,,,.�wr,.�. *� m ,r� : , ,, . w�.. ; '!�1�'����� � ''�i���� l ��� ;���(.!�� ' :.... , , ;:., _ ;. .:: ,,: < ;:: : 'waN.- V<OTVi�VAVPVVNJVJA.�4.�:.W.w ..�:�:.:: rv.T\\Y:A O.�v��v�.�:: ...:.:.:: ..n..�.\�:v .�...v.�.: ...v.:::.� ..�m�..\ } ...�..::........ ':'.vT�nwNJwVirNTW.Rhlih\vM11�n�...::h\\�h::�M\ri�. .��nxrT..'H r\..Hyn\n�R�Jiia1YTVXVOW'V�u\VN.+h\\V.VSJ�V:N+l�1\+\O.�.W.V�•.�V.•:h\NV.�wu�xvH\V�Y:Va�11.\'•: CLIENT: M.A. S@g81e, 111C. DATE: July 23rd,1997 PAGE: 1 OF 2 .............................................................................................�-�----............................................................................... .............-----................................................................................. ............... ................. PRUJECT: Cedar Crest Development PRO.IECT NO.: T-0682 REPORT NO.: 26 .................................................................................................................................................................................. ...........-----................................................................. ................................... PERMI7'NO.: N/A JOB NO.: N/A .................................................................................................................................................................................... ...................................................................---............. .....---......................................... ADDRESs: 3rc!Avenue & Edmonds Avenue CONTR,9C7�: N/A P o.Nn.: N/A ....... CONTRACTOR: Cll@l1f TECHNICIAN: S.HONG/fmd ...........................................................�---........................................................................................................ ...................................................................................................................._......__......................... IN-PI.ACE DEN.SITY TEST METHOI): ASTM D-2922 MAXIMUM/)EN.S/TY TF_.sr,tirErr�on: ASTM D-9557 ............................................ ........................................ ... �<.. , ................ � ,5�. -.. ,,.. 2�Y�P'�;!:i��'�r4+�.�'�.°h.�`u'.�,�' `5'+�..'h�»ssrx'�. .,.� ,. ..Rfi��'oo:"` x . .. . _.. � " � . _.. .. 4'r:;� > ,c ...»c ....^ 3'^'C�2:�.4''3 fi'.'T,r�.�.J.�,."a�,,,t fi.;; �� � �� � ' �' ���� � �l�l�� 1.U1�Vl: ... . ,f'A: :. � .�. _,. .. .. ; ' '. fJENS17 Y Pl:'R I�113 17 CC)1��» � �"�' �".�'S7' ; < ' ' ' 1,.�13� �.�:, .:., >� C,�NZ :.. .�..�....�.... ..�.>:..��..w.,.:�,...... C'EN�" F�#C�'' ' ` �7 �r���rraN L�CA7"ION �t���� ��3s ; cv.�a: � )�7r y+ t�n��� ; a���rv.n� y�/� ' � �Or ;'�.N(J. ��. ;, . ..:,.�. . .,.�, .:::.: �: ,.. ,..�SIVl�A.:...��. .:.:.:. .... ..t:.11�' .... � ..... ' < ! �10. t1�'L x U,�tY �f G�x: ' r3'A 7'�X r� � , > .. ��K.E : , C'�I G7' ��. : � �:,.� ,�:�,�. :�..x:�w�.,�,.,��,::.....a ...:�.�,�„>��x::���:::=: .�.>:..r:k ......:<;<.�<,..���. .,� .�,.::�.,n ...,.::.x <.:.��.,w,c.�.� �..<.<� . 7..,....�.....�.x�. ..,.a �.�w ..�,..w.�,.a� , � :� . ..;;: __;. „� .. .. . - :y::.� .. �., BETWEEN MH #13 � #14 ` ' ' � . , � . . ........ ..................... ...................................... .................................................................................................................................... ...........................,.........................---.................. .........................:............................. . � .................... ................. ... 01 172 Subgrade 20'NW from MH #13 P-4 122.0 : 108.8 12.1 1 t 5.8 ; 15.7 94.0 90.0% : .......... .................... ......................................................................................................................................................... ..............................................:....................... ...................... ......................................................... .................... ......................: 02 173 " 80'North from MH #13 " 129.1 ; 116.3 11.D " ; " 100+ „ _ ..._. . .._ . . . ........... _ _ ._ _.. . ....�.. _... . . ... . . �..... �_ . ......... ......................... . _ ...,,. ... ..,... _. . . � 03 174 " 150'Easf from MH #13 " 120.8 ; 110.0 9.8 " i " 95.0 " ........... ..................... ....................................... ....................................................................�--......................................... ................... ..........................,.---.................. ....................... ..........................:............................ ........-�-�--�---.......................... 04 175 " 50' Soufh from MH#14 " 126.6 � 107.2 18.1 " � " 92.6 " ........... .................... ......................................................................................................................................................... ..............................................:....................... ..................................................................................................... ......................: 05 176 " 200' SE from MH#14 " 112.5 ; 105,7 6.4 " ; " 91.3 " ................................................................................................................................... ...........................t.............................................. ..........................z............................ ............................................: NE AREA OF THE NE POND � ; � (3 CELL POND) � .....-�..... .................... ......................................................................................................................................................... ...................................................................... ..................................................:............................. .................... ......................: 06 177 Subgrade 20'East from pond P-4 122.2 : 106.4 14.8 115.8 ; 15.7 91.9 90.0% � ........ ..................... ....................................... .................................................................................................................................... ...........................;.............................................. ..........................,............................ ............................................ 07 178 " 100'East from pond " 133.4 : 118.6 12.5 " ' " 100+ " 08 179 " 50'North from pond � " 124 5 ; 107.2 96.1 � " : " 92.6 " _ _ . 09 180 150'North from pond � " 126 6 909.6 15.5 � " " 94 7 � .:,M,k.. ,�,..�,.�,..�. N>:>...��,,.�.��,,.,.,�..�..�... ...H,....,.�.:...,.A.,�.�..�,.�....�..,�,�.�..�....,V,»,.n.�.:.:...:::..v.w_v.v..�.s,,.s,,..,.�, �.......<...�..,.,..>,.�,:� ...,x,.,........�. ,.N.�..�,,..�.�,,.a.,�.,�,�,:M...w,.X...v.,�. ,,.,,.v..�..,.Rw�„s,.p.,,�.�.��.R,....,. ..�:..x.�. .�A. .NN,>..: �,. .�,,. REMARKS: ................................................................................�.�.�.F�.�.a7 .................................................................................................................................................................................................................................................................................................................................................................... ...............................................................................................................................................................,...................................................................................................................................... ...... ... tW ............................... . „ . ... DEN3ITY FTWiFRM i" `�daME D-1'0682 026 R- 07•25-97 T- 07-25-9i � REVIEWED BY: ......... ...... . . ................................... �� REPORT J U L 3 0 1997 CONSTRUCTION TESTING LABORATORIES, INC. 1S,SUF� y�v�w �ac�� 10111 $outh Tacoma Way, Suite D-7, Tacoma,WA 98499 ��w� Telephone (206) 588-0805 ..,..xv.�.,...,�,,,�..�.w,.,�.,....�.,�.�....,�...,.ri. �...�..,.,M,.. _ . _ _ __ Facsimile (206} 588-0928 �I��� ����`������ ����.� ; Page 1 ;o� i 1 Client: M.A. Segale, IC1C. Date of Inspection: July 25th,1997 .............�--....................._.........................._.._.....................--•---�----..._........_............... ._................... .....--�---...................... Pn,.�r�t: Cedar Crest Development Permit Na: N/A P.o.No.: N/A ______.___..,_.. _.____ Aaare�.: 3rd Avenue & Edmonds Avenue Job No.: N/A Contract No. N/A .........................................................._..................._......_..----____.............._....._..._. ................--------...._...................................... Contractor: Client Report Na: 27 Pmject Na.: T-0682 .__._r.._..�.-•..................•---.__----_-_•-.�•-•-•-•–.—._-___.�...._..._.. ._____.... ...... ...... �.�� • a�-��.�.z�.>s �•:•:::: I arrived on the jobsite to pertorm special inspection and/or field testing, for today's scheduled soils in-place density testing. As requested, 8 each in-place density tests were performed on fill at the south area of power poles, as per attached copy of in-place density tests report. � I i i ( i �� '; '�I �` II I I _� � � I I � ' Weather: FAIR Inopector. S.HONG/fmd ......................................................................................................................._...... .....................----......--�--..................... ... -�.................................................��----.._......................-----�-------..._............................ FIELD.FTW- FlLE NAME: F-TOF)HZ.OZ� R-07-2&97 .. T-07-29-97 Reviewed By: ��� ��, �--�---- �� . �E�I ,,,��t I J U L 3 0 1997 CONSTR UCTION TESTING LABORA TORIES, INC. .......................................................................................,...,..................................................................,. ,, ...................... ....................................................., ... ............ ... ::�. ............ ........... ......... .............................................................. .................................................................. . ,,. .....,,.,.. ................................................::::::::.�::.:::::.::...:::.::::..:: .........ry.:::..::�....: ,��v.�..:.:.::...........::n..�::�:::::.�:::::,�:::. 10111 South Tacoma Way, Suite D-7, �acoma, WA 98499 Tel. No. (206) 588-0805/Fax No. (206) 588-0928 :...:, >.<.:::..:..:::....::...... .............,:.:.:.:.:.:.., .... ....... ,:::., .:.:.. .:.. _ :.:.::.:::. : .., ,. .N. : �NMPLACE DENSITI' T�ST .IZEP�RT ; - ' _ ; :; :>:�: .....?.:w.:a....�:.., ....,:�:i. .......:: ......:!?. ......,:' ... .::�.��.�:. ......i:� .....ii!: ....:.:.'. ......ii;.. .....:!:i ....:'::. � ......�.v.w v..r..,,a::"v:r.'.:.r...r. .�n......ti).a,rFFFfx:�a:iv..r,u.,�.a.wnvv.hv.w..a::..v .e.,..... ........, ,�..w,...w.,.,n..�...<•s+iari:��., CLIENT: M.A. Segale, If1C. DATE: July 25th,1997 PAGE: 1 OF 1 ................................................................................................................................................................................ ................................................................................................. ............... ................ PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT NO.: 27 ................................................................................................................................................................................ ................................................................................. ................................... PERMIT NO.: N/A........................................................................,tos No.:...................N/A ................................................................................................................................................................................... ... .................... �� ADDRESS: 3rd Avenue & Edmonds Avenue co►vTttncT:N/A P.O.No N/A __... . ... .. .. ._._. _...... .. . ..__ ........ _ .. ...._.. __ . .......,. I CONTRACTOR: Client TECIiNICIAN: S.HONG/fmd ...................................................................................................................................................................... ...................................................................................................................................................... IN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAXIMU111 DENSITY TEST METIIOD:ASTM D-1557 ......................... ................... .............. .:.:.,:::�: ., ,.,:,,.:..,....:,.,. . . 4�2fi:•:?y'. ..:...�. 3'Tt.. :••,.:.:::.::±?:ii: >h.. 5..y'4'yta'f�'?�sN.;x;:s}<: � .-: �::::::::.......:. .:..��� �t < ��t�o-:.:..:. .. ..Y�r� �:r�;o-tiiY;:i::i ; � ,.., !� }'°rC°�3 � , �. ...... . . _. > < , , .: ; # DI�'NSITY s P� �..r�B CURV� ' `' � ..... .� , : j : Xt � � �'�R� _.. Ct7M �1 T�5'X' ' ,', ; ' : ; ��:,�A,� � FIELD ;<. ,:<....� C�ZV'X' :�. �..,�:..,�.�..,.�m;::�. �� C�Nx' PA,C'� � ��.�v��rra�rr LQCATYON 'c��v� ��s c�u.�r ' ���t�w�r� i��''x'�MUM ' � i�o '�o. �taxsx �om- �a , i ,�'YA`I'�R°fo ` ,. : , . ,; , ' �i�i ; il I '��'�T I?,�Y #I C�' < , , „ ��,: , „ _ .. :' ,PACT � <. a :,�<a.>:., h<..x,..�..�..�.�,,,�.�:,�....>.«.>;;,,r.�n�,;,,::;::.w,�.,.x�..<:,.....:....,.:.. .w:w..<�,;.rr.<...,.�......::.>.:.:.��:::.,: ......::: :::;::::.h::..��:,,;�. .�;,�:„�..�..<:,,,:.��,�.�;,„�v�.,�:R�.,�:� .<.....:::.,:..<....<..�.x:.�..�;x.::��.�:�.�,.,�;;�::, ....>.......�...�....... , SOUTH AREA OF POWER POLES ` : < . ........... ..................... ....................................... .................................... � ............................................................................................. ..........................:.........................................................................:............................ ............................................r 01 181 - 14' SG 120' NE of MH #10 P-2 125.4 ; 117.3 6.9 125.0 1 11.2 93.8 90.0% ' ........... .................... ......................................................................................................................................................... ...................................................................... ..................................................:.................................................. .......................� 02 182 " 70' North of MH #10 " 133 0 : 124.0 7 3 " ; " 99 2 " ...._ .,.. .... _ . ..... ..,_ . .. .. ...........,................. . .. . . ...... . ..... ..... 03 183 - 16' SG 60' South of MH #10 " 125.3 : 117.7 6.5 " � " 94.2 " ......... .....��.................. .. ...�. . ... ................................................................................................�� ..............;.............................................. ..........................;............................. ............................................� 04 184 150 SW of MH #10 ........................1.33:5......�....122:.9.... .......8:.6..................."......---....�............."..................98.3---.. ..........��..........$ .......... .................... ......................................................................................................................................................... . 05 185 - 14'SG 60' SW of MH #12 " 125.5 ; 114.8 9.3 " � " 91.3 " .......... ....................................... ................................................................................................................. .................. ...........................:.............................................. ....................................................... ............................................. 06 186 " 40' NWofMH #12 � " 1274 : 118.8 72 " i " 950 " _ __..... __. __ __ _. . ....... . .. .... _...... $.. .. ...... ....... .. .._ .. . ... ,.... .. ... _....... ..... ..... .._� 07 187 " 50' SE of MH #11 P-4 126.4 ; 109.4 15.5 115.8 ; 15.7 94.5 " � .......... ............................................................................................................................................................................ ..............................................:....................... ..................................................:.................................................. ...................... 08 188 " 150' South of MH #11 " 128.2 � 111.5 15.0 " ' " 96.4 " � :. . ......... ..................... ....................................... .................................................................................................................................... ...........................:.............................................. ..........................,............................ .. , ............................................> . : . ..... .. ....... ....... ......... ... ....... ......... ... ......... ......... ....... ....�.. ....... ........ .. ......... ......... ........ .... � : .......G � ��.� .....�s : _ . _. . ... � __. __ � .::::::::..:.......:t.:. ..:<... ........... � . � : v. .>:.::...................4 .....:... :..>::<: ..:.:::.:.:.:....:.>x.�.x„�n:�::<:< hh:v..:.� :r::.:�:: � �,<�.wh..: • � : ,,.,.:..� ......v,. �..u...:..��:u,.��.x<.�. �,,,..�..:.... ���.a.,:. ..:.:.... ......... ...v.Akv�..N:.:; REMARKS: .................................................................................................................................................................................................................................................................................................................................................................... ' ELEV.CODE: SG = Subgrade ..................................................................................................................................................................................................................................................................................................................................................................... • ...... ..........................................................................................................................a.................................................................................................................................... ...... ..........�,,,....... ............................... ............................. DENSITY.FIWIFRM �''� ��'4►nE: D-T0682.027 R- 07-28-97 T- 07-29-97 ` � REVIEWED BY: ...... ........�................................. �' � REPORT AUG � 4 1997 C4NSTRUCTION TESTiNG LABORATORIES, INC. ISSUED y� 10111 So�th Tacoma Way, Suite D-7, Tacoma,WA 98499 � Telephone (206) 588-0805 Faaimile (206) 588-0928 FI��D ���pE�T�ON R.�PC�R'IT' ; r�� ; � of`' � Client: M.A. Segale, It1C. Date of Inspection: July 29th,1997 Prc�,ject: Cedar Crest Development Permit Na: N/A p.o.�v�.: N/A Addrexx: 3rd Avenue & Edmonds Avenue Job lYo.: N/A Contract No. N/A Contractor. Client Report No.: 28 Project No.: T-0682 I -------....__-_.__......._._...._---�-------�-----�—�----------__._._�..._._.__.._..._. --�---.. .... - - ._ • ���.��n.�N�:a:>�=::<-;:::: I arrived on the jobsite to pertorm special inspection and/or field testing, for today's scheduled soils in-place density testing. � As requested, 9 each in-place density tests were performed on fill at the south slope and road around MH #11, as per attached copy of in-place density tests � report. �:� y.. -�, �,_ , �i .� `d . r ` ,q(/ �f���,� � �� �o �'rs . ��,, '� _ � �� ., �� Weather: ��YAl,�� µ.MYNNA.AA. �.µ��CLOUDY ���v�F�,�v �M.�Inspector: Mv��� FS.HONG/fmd .....................�--��----..........................-�-----�---�--��-�---........_...----------..............._._.._...._. .........................�.......�.......... -�--�-----�.............................................................................._----�-----........--�--.......----... '1'1 flELD.FTW- FI�E NAME: F-TOF)82.OZS R-07-30-97 T- 07-31-97 Reviewed By: --------- ..._ .. ._ .. � ../. , AUG 0 4 1997 � C�NSTR UCTION TESTING LABORA TORIES, INC. �ssuE� .....................v..N.v.........,...v...,........Nh�..,,.....,.....,..............................................,..,...............,.........................................,.........................................................................:::101�11��South�Tacoma.Wa'::::•Suite�D-7� Tacoma�::.WA�::98499 y, , , Tel. No. (206) 588-0805/Fax No. (206) 588-092b , , ......., .... ....... .. , , , . .. .... . _ , .. ; , ., ' . Zl'��PLA.�� I�EN�ITY TES'�' �.EPt�RT : GyJ ..!.:.>:.;. a.v...o.:ia»a..oH.v:i:iir..,rwa..v.onv.v.n��ui�.�` . ..::I-;. ......i::.... ":��.>.. ....�'��f:. ...::::I. ......i.�........ . ,,.w,...x<.w.ix»aw>r+�.r.ai:.. ......... ..... .... ......... .........,.,.. ......:..a+. .....tvx.w. .,m,r.v.wnu...vr.,Yx. avnv.v.F. v.�.....»a..v. CLtENT: M.A. Segale, Inc. DATE: July 29th,1997 PAGE: 1 OF 1 .................................................................................................................................................................................... ................................................................................................... ............... ............. PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT NO.: 28 .................................................................................................................................................................................. ................................................................................. ................................... PERMIT NO.: N/A JOB NO.: N/A ................................................................................................................................................................................... .............................................................................. ................................................. ADDRESS: 3rd Avenue & Edmonds Avenue CONTRACT:N/A P.O.Nc�.: N/A I, CONTRACTOR: Client TECHNICIAN: S.HONG/fmd ....................................................................................................................................................................... ....................................................................................................................................................... IN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAXIMUM DENSITY TEST METHOD:ASTM D-1557 .................................................................................................................. ................................................................. _ ..__..__. ��.:.:.:. ..... ..iY.M./.+,.�:4y. ..�. ....::. . . •n:.. •�./.��:5,`'. .. ... .:t;::. ��3 F7F...}�S'�.. .:..�Y'�"..v�...R�R�J.:T.�.�.+.^tv'.Sj.;Y. . 4\i?^iY,.• � ?;-, ..}.. n.%M'hi '^�F�i:}+a}yn�rt�.ynv: . . .. �AP� n'�°i � ... �GRQS\�.�' S�.x�F . .. . . �+S�i:eea�,��,'}�.i �"�'�fi�"' : .. ... �.. .. '�• :: , , . ... '� I�ILLD 1)EN ' P��t IJRV� �'�R.. K C(7M- � ,,.mxi,�..�� ,��.�...�. .:, _.r �'C'� �"�S'x` ; ' �LA� :,Y: STI`Y ���i'�' LAB�G ... C�N'I' � �'A,C�" ; ��.�v��rzd�r LOCATIUN {�u�tv�: �.,�s � +c��r. �►��r;�vri+���r��r�u�a e NU. �O � { M(�IS�' < ; CU1V�� /. ; , £1�I�1 '�?�'1` 1:��'f'�' #}Ck". i VY�1.`�'�,'1t°/a , ' � � � R�Q:. ; -::: ' ; .AcoiCx�NS:.. .:: . ,���P�VW��CaCWNY.� .!r•5i�v�..wco.vw:v: >.��n...�nv.0i:n}P:v}h.K.v:C.ti..n ..:o...i Kt.v..s}.. .w]+n.n \::n•n••�nvi:.?n•� .n..�.n. a......��...��\•W:C�%IX+nti4�#Y. aVOPW.WtJV%�?.�.CNrnTt4]iVi:%i'4�KWT\ TT?.���"K+� 's.X5R:9tA ; �.� � . � , � .V.V:T SOUTH SLOPE : ' .......... ..................... ....................................... ............................................................................................................... ...................�...........................y.............................................. ........................................................ ............................................3 01 189 -14' FG 20' from south, 80' from west P-1 135.4 ; 127.1 6.5 137.2 ; 7.1 92.6 90.0% � ........................................................................................................................................................ ................... .................................................. ...................... .............................................................................. ......................: 02 190 " 30' from south, 60' from west " 134 5 ( 125.2 7.4 " � " 91 3 " : _ .,...� .. .. .... ... .......�.._.__. ... _. ... . . .... . ..... . .... .................. . ..... . ......... ...... ..�................. _....� . ,.................... ..... ....... .. ....... ... .. ......,..:..... .... .._.. _.. .............., 03. 191 -20' FG 20' from south, 150' from east P-2 126 5 j 115.0 10.0 125.0 ; 11.2 92.0 " ' ...... ....................................... ................................................................................................................ .................... ..........................,..._.....� ....._... ...................... ..........................,............................ .................... ....................... 04 192 -20' FG 40' from south, 100' from east " 128.7 ! 121.9 5.6 " � " 97.5 " ...... ......................................... ................................................................................................................................. .................................................. .................................................................................................... ....................... BY MH#10 & 11 @ POND AREA ' f ......... ..................... ....................................... ..................................................................................................................................... . � .................. ...................... ........................ ................ ................. .................................................. .. .. .. ..x.. .. .. ...... ... (APPROX. ELEV. 242') € _.. . .. _. ..... . .. . ... .... . ........ _. .... ...... ,... _ ... . ,.. ....... ... ; ...... . ... ..... _.,..»... ..� :_. ..,... ... . ._.. . ._ 05 193 -1' FG 50' NE of MH#10 P-1 135 7 � 124.3 9.2 137.2 ; 7.1 90.6 90.0% ; 06 194 " 100' N E of M H#10 " 136.9 ; 126.2 8.5 " ! " 92.0 " . , ........... ............................................................. .................................................................................................................................... .......................................................................... ..........................¢............................ ............................................: < 07 195 " 150' SE of MH#11 "....... ......1.38:7......:....128:.9.... .......7:.6...................".............:............".................94.0..... ..........��..........; k... .... ..... ........ ..... ....... ......... ......... ........ .... .... .. ........ ... . ...... � 08 196 " 30' East of MH#11 " 137 8 ; 125.6 9 7 " " 91.5 " � _ _ __ _ , ,.... � '� _ � �� .� �� �� q 09 197 120 NE of MH#11 � 136 8 125 0 9 4 : 91 1 .. ... �.......,.r..v...�,,....�....,K ..,...... ....kv... �.... .n�.....�.,�,x�.>r.,x,H„�.,,,,,�,,.., v.Y.r..,Y�...,,h.n:.�.,,.�...�..U.w....,�..�...:..H.,,.,�wK.�.v.w.w..Tr.�,.,..,. �.,,,,:,� ....,.,.: h,�...�:..<,�..�,.�.r�,��„>.w.M:,,. ....A:.�„ ..xr,<n:. :.::�..,:,:.....�..,:. .u�... .�.,..�,.�.x . . . . . , � . . ... ... REMARKS: ...........................................................................G.��.F.V.R.IfI.. � . ............................................................................................................................................... ...................................................................... � ELEV.CODE: FG = Finish Grade ...................................................................................................................................................................................................................................................................................................................................................................... .... ..........................................................................................................................,..................................................................................................................................... ...... ..... ......... .. j, ,.�.. . .. .................... DENSITY.F7W/FRM � ,VAME: D•T0682.028 R- 07•�0•97 T- 07-JO-97 �� REVIEWEDBY: ,.,. .. ......4'� r�' ................................... .._. �wW�• REPORT CONSTRUCTION TESTING LABORATORlES, IN���� 0 5 1997 ��� ' �w,ae 10111 South Tacoma Way, $uite D-7, Tacoma,WA 98499 � Telephone (206) 588-0805 Fa�simile 206 588a0928 ' Pa�e; : 1 'ot 1 . �'IEI.�D �l��P��T�ON R�Pf��'T _ . . : : . _ . _ _ :: „�::: n,�< Client: M.A. Segale, If1C. .DateofInspection: July_31st,1997 ................... . .........................---��-�----.........-----------�---._._._...............--- ._ ........ Pro'ect: Cedar Crest Develo �Yte(lt Permit No.: N/A .i .............�-----___.......__...._._...._..p__..---�---�---._.-----------�----------___.._.._ ._.._._....._..._.----�---�------�-----...--�----�-�-�-�---......._ P.o.No.: N/A Aaa�e��: '3rd Avenue & Edmonds Avenue Job Na: N/A � ����� Contmct Na N/A I -�---._..............�---�---...............-------�--.....------._........._.._ Contractar. Client Report No.: 29 Project No.: T-0682 .__._______..._......._._.......---___..__._..._.____.._----- -----------__.._...._ .��..._ -•-•-•••--•-•---••-•-•---.. ::;�:n��s ,,���x��::>::; I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled soils in-place density testing. As requested, 8 each in-place density tests were performed on fill at the south slope and west side of pond (MH#10 thru 12), as per attached copy of in-place density tests report. .:.:,::.:. ,:.r.�.�.�..�,.�.,�.�u�.�,: :���.,��...,�..a._4:��..,��..�...�,....A.�..k ::,:. .::. Weather: CLOUDY In�pector: S.H NG/fmd ......................�-�-�--�--�--....................._......_.........__..-----_........------.........-�-----......_ ......................................................................................---......---------......--�--........... FIEID.FTW- FILE NAME: F-TO6SZ.OZJ R-08-01-97 . T- 08-01-97 Revtewed B�': i-��.r�)R'i I CONSTR UCTION TESTING LABORA TORIES, INC. AUG 0 5 1997 ........................,...............,...........................v...........Y.....................,............................................n..............................................................................................,.............::•1011�1�South�Tacoma Wa,..�::Sui:. � ... .......................................................... ......... ....................................................................................................................................... ................................ :. ..:. ..:............•N......w.ri.:::::: y, t -7,��a, WA 98499 Tel. No. (206) 588-0805/Fax No. (206) 588-092& �.N....,�..:..:::...:....,:....�:....:....::.... .::::::::.:.,:::.:.,»..:..:.:::.:.:.............::..........:.::::.....:.:...:.:,.:... ..:.:,........::.:.:.,..... ,.,. .<.,..: :,,�,..,�:.:......y,>.. ,...�..:,N v.,::... :::.. ....<:.:: .N...:,M ..,,N:.x .,.:,.::. .::.<:.. h..A..... .....:�N>s,..h.. ; . IN«PL�.CE DENS�TY T�ST �2EP(JRT ; . ... .. . ' <:::.;:.;::...:...:::.::>. _ : awaa���v..:a�va. ♦.av�P:A+RHVW.�.Th...C.T.\.a.h:�.} ..lna.�'�: ....C::-. ........Z n.�....�'�.� .......�.1 .....I:.....NYYiV:VAtiV.VJJA.V�tiGVV>`ViAWWV�TNW.1V?.'�NV00G.�4YNS\OSr.V•.hWhk: n...JL .......j. ....v.�n. •.n..vkES.�T.V.\.V.W\\T�ViOh\VT.n.:: .......v. nnVn\:VUT.:k:NJYXWhN�1•: CLIENT: M.A. Segale, If1C. DATE: July 31 st,1997 PAGE: 1 OF 1 ................................................................................................................................................................................... .................................................................................................... ............... ................. PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT NO.: 29 ................................................................................................................................................................................. ................................................................................. ................................... PERMIT NO.: N/A JOB NO.: N/A .................................................................................................................................................................................... .................................................................................... ................................................. ADDRESS: 3rd Avenue & Edmonds Avenue CONTRACT:N/A P.O.Nc►.: N/A _ _ ... CONTRACTOR: Clleflt TECHNICIAN: S.H�NG/fll'ld _ I ............................................................................................... ............ ...... ............................... ................. ..........---............ .. ....... ......................... ........... . ........................... IN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAXIMUM DENSITY TEST METHOD:ASTM D-1557 ...................... .................... .... . ......... ... . . ... . :. ..�t- :�sr.c.a:,.:.s:.:,s:..;::..t:x»» w+�+•�- ............ ..:.. � �...:.:....•..r•::.t,�ur. .,�. _. .,;........•:: s� �o�.ny,.:.�-.:::acecr>.- ,.p;;: :c� :;xa�x:�.::xe<c>r.�w»:c�c� ,......_... .. .. ..... .:.:•... '�C.. :•..,.'•�??�?F�. .�.�$�°�°�'... .,n.°J,.tw:'.?3?.:?<.$:: ..f.., .<. ..,"1::.'.:E:"n.'�"..'.6'A... . .....�""',,�.,. "#$`i::`�S:�F:'; 8:� . . S� �'S:•`ii �... . � . < :.�CUM...; : ' ; � ' ! ; �� DENS P�'.�t ZV� > ��'�R» � < . �'IELD ITY �.AB GUI s � 'I'�ST ,. . ' < s ' � .�..... ,. ;�.:, <:�..«.. C�JVT �' . .,....,,....,; �.r C�N`X' �'ACT ��, x.�m� .� n�o, '�vn. ��.�v��nrr L+OCATIU� �cu�rv�, ��s ��.w~ry �aais�r ; �►��r�� ; �i��rrr�iu�� � r:ar�� ��a ; ._ . ; ; : . : , ; : ,! . . E ; , ��. ��� ; ���: �;.:;:. .. .... #t��'. �Vt���'� °/4� s: �f��� �'i��:;'..;£ .. 3 < ;: > _:: „ "'.� ..--.- ,o.w..ua.axv-env�o.ow000dv�a+x.«v. r.w..-x..w.u,..,�uo�ioawa»owoo.r.o-.w.a.nao...a.�. ..w..o.o.�ww.oarosaaa.c�iar.b.sew:vaxov.wx,r: .' .............. � :::. ...�.io-aaa.o....v.v.wrf.wa..wa�4. ........ :�. � � ... ...... .>.. wx .. ..':..... ..... ,.. SOUTH SLOPE : .. .. .......... ..................... ....................................... � � � : ............................................................................................................................... ....... ................................................................ ..........................:..........................................................................� 01 198 - 25' F G 50' from west 20' from south � P-4 127.6 � 113.8 12.1 115.8 : 15.7 98.3 90.0% ; ........... .................... ...................��.......................................�........................�..........�....................................................... ........��...................................:....................... ..................................................�.................................................. ....................... 02 199 100 from west, 6 from south 130 0 ; 119.5 8 8 " � " 100+ " _..... ..._.. _.. .._.... . . . _ _ _ _ ... _. .... _ ..._.... .... . __ _ .. ..... .... __ . .. . . _.. . _ ... .. ....... .. ....... ....._ 03 200 " 120' from east, 50' from south " 126 9 : 111.3 14.0 " " 96.1 " ' ........... ..................... ....................................... ................................................................................................................ ................... ..........................:....................�-��---................... , ..........................�............................ ............................................; ............ .................... .........................................WEST SIDE OF POND (MH #10..".#�.2.�..... . ` ' � .............................................:....................... ...................... ...........................:.................................................. .......................; 04 201 - 2' F G 10' west of MH #10 P-2 130.8 : 117.5 11.3 125.0 ! 11.2 94.0 90.0% � ...................................... ................................. � ... ... ...... ..... ....... ..... ........ .... ... .... . ...... ... ........ .... �� � �� „ .,� �� -. 05 202 80 SW of MH #10 � 130 6 ; 115.9 12 8 � 92 7 ._ .. _ _ _ _..... ..... ... .... _ _ .. . _ . . , . _ .. .. _ .... _. _ . _ ..._. : . � 06 203 200 north of MH #10 � 132.6 � 118.5 11.9 " : " 94.8 " � ..................�� ...................� ,� ...... .................... ...........................................................................................�...............................................�....................... ...................... ............,'............'.................................................. .......................i 07 204 " 10' east of MH #11 " 128.4 119.1 7.8 " 95.3 " � , . . ........... ..................... . . ..................��.................. ................�.......................................................................................................��........ ...........................}.............................................. ...........��............v.........................................................................f 08 205 60 NW of MH #11 132.8 121.9 8.6 " 97.5 " '' .......... .................... ................................................................................................................................ � ...................... ........................ ................ ................. ............................................................................................... ...................... ... ..:.. �. � _... _ _ _ _ � � �ON R��1� REMARKS: ....................................................... ........................................................................................................................................................................................................................................................................................................... • ELEV.CODE: FG = Finish Grade ...................................................................................................................................................................................................................................................................................................................................................................... . .................................................................................................................................................................\............................................................................................................................... ..... .... . y�- ��........................................ OENSITV.FTWiFRM I' � �VAME D•T0682.029 R- 08-01-97 T• OBA1•97 ��� , REVIEWED BY: .. . '"1 �. �...._. '�x..�"� . . ..... .. .................................. ` REPORT ` p��� t 3 19� CONSTRUCTION TESTING LABORATORIES, INC. IS5UEQ � �, � 10111 South Tacoma Way, Suite D-7,Tacoma, WA 98499 � Telephone(206) 588-0805 Faaimile (206) 588-0928 �����.���������� ����� ' Page ', 1 i�� : 1 : , ;: _. �...,�.;,�,. ;: Client: M.A. Segale, InC. Date of Inspection: �.'::yt:st 5th,1997 Proaect: Cedar Crest Development Permit No.: N/A P.O.No.: N/A Address: 3rd & Edmonds Avenue, Renton Job No.: N/A ~ Contract No. N/A Contractor: Clleflt Report No.: 30 Project No.: T-0682 I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled soils in-place density testing. As requested, 7 each in-place density tests were performed on fill at areas between south slope and MH #1, as per attached copy of in-place density tests report. ��`" - _, -- W -,,,�.. �'r�;�� AU� � rs Fi, y � ��1 , .'��. � - 7 _ � -� Weather: FAIR In�pector: �.HONG/fRld ---�--�-�----�--��--��-----�--�---�---�................._.................._.....-----------_..--��-------�--...._....._ .................................................. ................................_......_....-�--��---....-�--�--...__......_....-----.........................._....._ � N`�- � Reviewed By: FlELD.�w. FlLE ruME: F-T0682.030 R'08-06-97 T- 08-07-97 --------.-- _ F,�::►-'UI�� ! CONSTR UCTION TESTING LABORA TORIES INC. A�� � 81991 ...............�r.�.N.�...............�....K�...�...v........Y..........w.�..h�..,r.�.........�.............K..�x.,�v..........................�.....�..........................................�...........�.��..n.....��....N...��. .. �.N.��.��.�akk�...�...v.�.:,..v..��»�.�..�.�.�...:.:,.:::.v..v.....�:... ...... . . ... . ... . . .. . . .. ..... ........ .. . . .... . ...... ....... .. ................................ .. . H...ww..��.v..:N...x... 10111 South Tacoma Way, Suite D-7, Tacoma, WA 98499 Tel. No. (206) 588-0805/Fax No. (206) 588-0928 . .,�k .,..�.�.. .... ., .... «....... .. ......, ...., .. .... . .. ... . ....: :::. x......,., .....>. ... .., �. IN�P�..�:CE D.�NS�TY TE�T' REP�RT ' ��v.�M\\ca r r M\\\�.\\�nVw\r rvN.��xa. 1Y VW� ��\�WA . .���. �.. , � ... . . . ' . .....v.:i .....i:i. ..�>.NT �V.v.V.T...)Nff.iT1:)Y n.in.>n.r.vmwAYa�VS.Y.vf>TNVJVlVVM:V: •..��.� `PV�V. 1NV:Vh VVJJA n.vT.:ti� t�R.\>:AV� �\\w.T.:.� . . .� .. .. .:-��� '.'. �. .:: n.v.�..�. .........-� +.xnv.v... ........�.J .�\...r...ti. TA♦ nv.v.� ......... .....v.v. ......�..� CLIENT: M.A. Segale, �t1C. DATE: August 5th,1997 PAGE: 1 OF 1 .................................................................................................................................................................................... ........................................................................................---......... ............... ................. PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT NO.: 30 .................................................................................................................................................................................. ................................................................................. ................................... PERMIT NO.: N/A JOB NO.: N/A ................................................................................................................................................................................... ................................................................................... ................................................. ADDRESS 3rd Avenue & Edmonds Avenue CONTRACT:N/A P.o.No N/A _..._. ..... . .... _.. ... ...:._. .....�..._.. _. _... ».... ._. . .... .. . .............. ,.. ......._......_., ..... ...__......... ..... .... ._ ........... I CONTRACTOR: Client TECHNICIAN: S.HONG/fllld .......................•-•--•--........................................................................................................................................ ................-•---........................................................................................................----...................... IN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAXIMUM DENSITY TEST METHOD:ASTM D-1557 .............. ..................... ............................................... . . . . .:. ..�...... . . ... � :�.:� ..-,c�-..x^?R.?Y•':%`•:���.;.�.. � : , .: � �'.°�.`?':a:'4:.:::.. ..�,,.�,-:::??S9'h.`3g.n'.^•:�:..... . .�'f14�$i�'��:�:�`;�:.'Eii:?t"i:?°y'$:$'.�'•3:#'4?fiy�:'N4:"4�$'T�'��?�?5� ` D�NSI"I' P�It ; ' ��R» �'UIYI» ; FIELD 'Y LAY� C�;TR�� . �"�ST ;: , �.'�'� � .�_.�, CE�V'�' „ ��~� ��NT �'�,CT .. , ..r. , ��,����r�i� ' ... LO�.hT�C�N.. . :�u�r�� ��s. : +�+�,�r �a�.�;:��r ��r�rn��M o Nd. NU. it�tJ►�ST CU1V�� /e ' T�tU. � 'W�� 17,t��'"; ����' 'VYA�k°,�6 �A+�'X' R�t� ; ��� �www�ozaw..v.•.�-a.�w«...x�:�.wwxmuak'oodwAw. •r.:da .....w..�ic�aw�.cr...x.:�x,.w..,ox:.,ewo-wwa.,e.+rxa..k'vo.�.v,...n<..�.1. ......... ........ ��. .. ..::• ..>...::a.........ra:rc«,xoxw.s,o».�iisax •.vsaw.oN.o..o w,wawxA»co:or.os'•.i�rsiwo.orwwsx.v.«.r. x�.w.a».ara»».. o...w. BETWEEN MH #1 & SOUTH SLOPE �x:: : �. � � �x:� ........... ....... ............ ....................................... .................................................................................................................. ...........................;...................... . .................. ........."""""""'. ..........................y. .."""""'............... ............................................ 01 206 - 7' FG 20' from North, 100' from East P-4 127.4 ; 107.6 18.4 115.8 ; 15.7 92.9 90.0% ........................................................................................................................................................ ...................................................................... ..................................................:.................................................. ........................ 02 207 " 6' from North, 150' from East " 128.9 ; 1081. 19.2 " � " 93.4 " 03 208 " 70' South from MH #1 " 127.8 : 104.6 22.2 " ; " 90.3 " ........... ..................... ....................................... ................................................................................................................ ................... ...........................�...................... ....................... ..........................�............................ ............................................ 04 209 " 20' from South, 6Q' from West " 123.0 : 104.7 17.5 " ; " 90.4 " ........... .................... ......................................................................................................................................................... ..............................................:....................... ..................................................:............................. ............�----... ....................... 05 210 " 20' West from MH #9 " 124.0 : 105.7 17.4 " " 91.3 " , . .......... ..................... ....................................... . . .................................................................................................................................... .................................................. ....................... ..........................�........-�---............... ............................................ STORM LINE TRENCH ': _� . .. .. ..._. _... .. , __.....__.. . __... _ ..... ... ... . ... .. .. .. _ .._,... . .... .. ........� . _. . ...... ... _ .. .. . , _ ..... : , _ .. 06 211 - 8' FG 6' East from MH #1A P-2 132.6 i 122.1 8.6 125.0 : 11.2 97.7 95.0% ............ .................... ..�----.................................................................................................................................................. ..............................................t....................... ..................................................:.................................................. ....................... !'� 212 - 7' FG 40' East from MH #1A " 131.9 � 119.5 10.4 " `• " 95.6 " :�': ... ..................... ................................:'..... .................................................................................................................................�-. ..........................;......................' ""'"................ ..........................ry............................ ^............."'...........................' . � : � . �............ .................... ......................................................................................................................................................... ..............................................:....................... ..................................................i . . . ._..... . .. _....... .. .__... _.. .. . _. .. . . ._. ..... .............. ...._.,.,. ._....... .......... , .._. ..._.._. ......... . . .:. .._....... ....._. ........ ..._.,._.. .... .. ................ . e O : . 9 . a$ �acvwV:�VO:. . .... ..v.va.vv++v.v+ctwv:w-v.wv.v. "�u.i.v.w�rr . ..+.w.vw:v:v+s:v�'NYaiHi:. . . . ..:WSV�vAW::W:v'.M��WT�.tiwrMtiT..�e.aN>+ws>%• . .. ......M.WF.HXWYiW. ... . .. /:NVJLW%ti+4PAhAYm4:.N% isx�un .�.nama4n v�Tu,.�sawaiViVW:F�+ i w... . �. . .. . . .. . . ..... .. ..� .� � . . REMARKS: ...................................................................................................................................................................................................................................................................................................................................................................... ' ELEV.CODE: FG = Finish Grade ..................................................................................................................................................................................................................................................................................................�----. ............................................................ ....... .............................................................................................................................................�:.,..;.................................................................................................................................. ..... .!9.,.. �,� .................................... DENSITY.FTWrtRM IAME D-T0682.030 R- 08-06-97 T- 08-07-97 � REVIEWED BY: ..............:..\�................................... � i. `�rr� REPORT I AU6 1 3 1997 �, CONSTRUCTION TESTING LABORATORIES, INC. �SSUED . ,y�\ � � wa� 10111 South Tacoma Way, Suite D-7, Tacoma,WA 98499 I Telephone (206) 588-0805 I "A" REPORT Facsimile (206) 588-0928 , � FIEI..L� I1��P��'�'�+��I ��"{3RT` Pa� � �� .� :. � Client:MM.A. Segale, InC. Date of Inspection: August 6th,1997�` II ............................................................................................�-------.._........._.................... ....--��-----�--��-----..........................._..... pro,iect: Cedar Crest Development Permit No.: N/A --_..__..._....._.---�-------._..._..._.---�---�--.__................._.._.-•-•----�---.........._................. ..................................---�------�-------�--.._........_.... , P.O. No.. N/A I Ad�rex�: 3rd & Edmonds Avenue, Renton � �� .Tob No.: N/A �'� Contract No. N/A ..............................................._......_.-------......-�-----............_--��-------��--------��-----....... ........................._......--�--......_.......................... Contractor: Cli2flt Report No.: 31 Project No.: T-0682 __...__.__-----�-�------.._-__--.---�---�-----------___._._.._--�-----�--�-------.__ __---..__... n ............................ , ��:� . � � , . � � �z�,�:�x:h>;;<<:>::>::»::> I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled soils in-place density testing. As requested, 4 each in-place density tests were perFormed at various depth of the fill for storm drainage trench, as per attached copy of in-place density tests report. .......M.�,...v.��R,.�..,�..�,.�.,.�.,��,w..,.�.�.� .�...�.u,,,�,�..� �..N,.,.�.�,�.,��.,. Weather: CLOUDY Inspector: S.HONG/f�71d ...--�..................................................................�-�---�------...._..................----............... ....................._.........................._.............. .....................................................................-��----............................._.._.._....... FIELD.FTW- FILE NAME: F-TOF)HZA.O3'I R-�8-��-J7 T- 0$-O$-97 ReviewCl�BV: _........ ......-----._.__._. ...... . it' '" �'i 1 AUG 1 3 1957 CONSTR UCTION TESTING LABORA TORIES, INC. issuEd A.,,.�n.�...,nxw.,,.,.....AA,,.V,�,.w...,N.�„w,�..,...�,�.rix..,�.,.....,K...................,�.,..N.v�,..w,.,,.,�v.,.wNnv...................................................,.,...,.........,.,.,...,.....,...v.................,,,...,.v��:10111 South�Tacoma Wa�.U w,.. �v:r�a.,, . . . ....... ................ .... ................................................ ............. , , , ......... ........ . ... . ,..N.�,..xxx..... .::::.,.::...::.,.r,.:.,,.:::. y S ►te D-7 Taco WA 98499 ��A" REPORT Tel. No. (206) 588-0805/Fax No. (206) 588-0928 , .............. ,�.. , w .,� � � �.,...n ..,,,, ,.. ; : ; INMPLAC� DENSITY TEST REPORT - : ' _ .:.:......... _ . :.:..:.: ..«:..��.<.w, o:-.:v.�i.. ....:�;�:.v. ,.�o.,::>..w...v. ..w�,;.:�:: .:::�..:., ......i:, ..,..,�a�:i: ���.....:... .:. :.:�::..,,...v.av:aia�av.�.�w�.v.voHo�waH:wo:iv»wvaiaviiai:w �nv.Vfn\:4tixv '.. Y>:vh11hTJJ\•h�`:\AT:\Y.\\�Vn.V:W�\V�Y).\�HJnwM\U•rWn .,.w...,...r�n,w.,�a•:;�.:.,: CLIENT: M.A. Segale, Inc. DATE: August 6th,1997 PACE: 1 oF 1 PROJECT: C@dal'CI'@St D@V@IO....ril@I1t...................................................................................................... PROJECT NO.:....T-0682........................................................-REPORT NO.:.. 31............... p .................................................................................................................................................................................. ................................................................................. ................................... PERMIT NO.: N/A JOB NO.: N/A ................................................................................................................................................................................... .................................................................................... ................................................. ADDRESS: 3rd & Edmonds Avenue, Renton CONTRACT:N/A P.O.N�►.: N/A _ _. .. ._.._.. CONTRACTOR: Client TECtINICIAN: S.HONG/fmd .........................�--��---...................................................................................................................................... ..............................--------................---�--...-�---............................................................._..._..._........... IN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAXIMt1M DF,NSITY TEST MF,THOD:ASTM D-1557 ............................................... .......... ..---................ ......... .. .. ... ., ..,.:..:..::. ... .,:. . . ..... ................... _ _, .,.:.a.. .... ... ..... . . . . . ... . . ....:..;;;?'!}...tL.".3:��'2..... ..,:. ,`Y.,^kq�_:�'`.,�..'3�.:. . ........... ,+.¢;$:2Y3`.xi;"�arY�A�vNAcago�jhs¢ egrr .�.�.;..+o:�?E":N'/.;:S:g<:'�:w?�+f:;`.'::'`.f'r x'`'3:,'f`x'?f ...,e ...,..v...�m+�.onr.r,.^..� M .. :•� . ..... �::.:. .Y' .:.:.. ...::.,..:;�::.::.. : �..N51TY P�R LAB CiIRV� �'�R.. (7 � FIELD D � � �'�.5'�' , _` .. _ .:;: �� _ , ,�.�:< �>. . ..... ���`l'�' x�x�.> ��� �AC'C ,: N�, rro. ��,�v��ra�i� irOCA.TIt�N cu�� x.,i��. : �r.r.�r. Ma�Xs�r . �a���w�r;���rrri�im can�� ` , �e 1VU 'W�'I` bRY #1 C�', �VYAT�It"/� YA+�T �Q. ...�.�,ro.,,�o: .�.�..o.�.n.>.�...,H.,�:�:w:.�. ��,.x:. ..,.�.��..:��..::;a�..�,.�..�.p:,�a.��,..u:..,,-0.�.�:;;.�.r�.,>..,��;4....�.....:.>.v... , .�........ . . STORM LINE TRENCH � ' .>,>....� ., . � �t �..:�: ..�ru..��.� 3 �r..r.�.�.,..�., .�.�,.� .�.�.���,.�� ...... .................. ............. ........................ .................................................................................................................................... ...........................:........................ : ...................... ..........................;............................. ........................................ . 01 213 - 6' F G 50' East from CB #2 P-2 129.5 ; 118.8 9.0 125.0 i 11.2 95.0 95.0%' ...... .................... ......................................................................................................................................................... ..............................................:....................... ..................................................:............................. .................... ....................... 02 214 - 5' F G 110' East from CB #2 " 131.5 � 121.2 8.5 " � " 97.0 " _. _ _ _. _ _ _ _ . __ _ _ _ __ . . . . ,... .... ..__. . _ . .... _._._. , �. ... . 03 215 " 100' West from CB #4 " 128.7 ' 119.6 7.6 " ; " 95.T " .......... ..................... ....................................... ................................................��-�-�-----..................................................... ................... .................""""'.""'..."""""............................ ..........................4............................ ..................... ...................... 04 216 - 3' F G 6' West from CB #2 " 132.3 � 122.6 8.0 " i " 98.1 " . ...... .............�--......................................................................................................................................... . .............................................�....................... ......--�--�----�--��- --.........................�...........................................--�-�-- �--....................� : � ........... ..................... ........................ , . ............... ..............�--............................................................................................... ................... ..........................,.............................................. ..........................�............................ ..................... ! ...................� _ _ . .. _.... ....... .. . . _ ,_._ . ... __ . . ... ..... ...... . .... .... . .. .. . ........ ...�. � ....................... .. . ..... ....................................................... .................... ....................... i ! , . , . ........... ............................................................ .................................................................................................. ............ ................... ..........................3.............................................. .........................,,:............................ ............................................ � 7 .... ... .................... ...................................... ........... .................. ........ ......................................... ..... ....... ......... ......... ....... ..... ...... .. .......- � .. .. .. .. . .. . .. ......... . �. R . # . _ . : . i � : x�. ..v...:. :.�.:z..�.,.A�.�.�. � �:.�..A�.� REMARKS: . ................................................................................................................................................................................................................................................................................................................................................................... ...................................................................................................................................................................................................................................................................................................................................................................... . .................................................................�.�......................................................................................................................................... ........l� ............... .::................................................................................. . .. . . ...... . . `.�. ...................... DENSITY.FTWiFRM �IAME: D-T0692A 031 R- 08��07-97 T• 08-11-9? � REVIEWED BY: .. � '� .................................... REPORT � AUG 1 3 f997 CONSTRUCTION TESTING LAB�RATORIES, INC. �SSUED �y��] .,ac1a 10111 South Tacoma Woy, Suite D-7,Tacoma,WA 98499 � Telephone(206) 588-0805 "B" REPORT Facsimile (206) 588-0928 , , , < �IE�� ���P��"�'Italtii� R��'�}R'I; ��� ; � a£ ; � Client: M.A. Segale, IC1C. Date of Inspection: August 6th,1997 .....................................................................................................---�--�--�--........_............ ........_.....----..................................... Pro,ject: Cedar Crest Development y_ �_ Permit No.: N/A P.O.No.: N/A A���ires,: 3rd & Edmonds Avenue, Renton Job No.: N/A Contract No. N/A .............................................................�-�--.._..........._...__..........._.._.._..--�-��--�--...._...... .........................._......._..............._...----............ Contractor: Clietlt Report No.: 31 Project No.: T-0682 -------------_...._.......---...__.._.._.... „ . . ..N......,:::.. �.:�s: _ � :..:<:.>w,k.:. I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled soils in-place density testing. As requested, 6 each in-place density tests were performed on fill between south slope and MH #9, as per attached copy of in-place density tests report. , ; � ...::.�::...u�..:,»�,,..�.�..M.�..�,�..�.�� ,�,.�..�.K....,�,.. Weather: CLOUDY Inspector: S.HONG/fmd ...............................�---...........................---............................_......_...............-�-�-----�- .....................---.. .... . ................... .. ..........................................................�--.....................----......--�--�--�--�-----............... L)1. FlELD.FTW- FlI.ENAME: F-TOGBLB.O3� R-08-07-97 ... T- 08-08-97 Reviewed By: �-�Il ....._.. �� �t. � . i I AU� 1 3 1�,� . CONSTR UCTION TESTING LABORA TORIES, INC. issuEo .�..�r..,.,..,.,,,w,�,,,..,,,.�..�.,�..,.x,v....r,,,,x„�..,,..,,..,...w..�.,,...,..,............,....,......,......w...�..,,.,.,M,....,w,.........................................,..,..u....w...,,......N�..,,,.�v.,,...........................w..,�,�,N10911 South':Tacoma.,,., � K e.. ..........,... . .. . . . .. . .. ................... ...... ... . .. .................................... ... ... ..... . .................,....... . a�.A..,.,,..kk .....�:;::::..::.:. . Way, Su►t D 7, Tacoma, WA .�98499 ��B�� REPORT Tel. No. (206) 588-0805/Fax No. (206) 588-0928 .....�......:..�...,. �,. .,..:.. .......,.... :......:.: ..:......:............... ......: :::., .:..... v.,�.,,�,. .. �.:: ::::. ::.•. .,,. ..�.a..R.,•� ,, , :. „�, , , ::,: ..0 h...,. I ;: ' ; ; INMPL.t�►:�� ,�i`ENS�T'Y TEST R�P+DRT , ' . _ ;: , :••..�'��.�JTTN��`]')10)O�V�V�\�YCVVVIV�\V��NVJNi:J�NVW.V.4TxYN.�Wa..r+T�1rJ.4�nti:A��. vn���n�����.., r..�.l�� .....n::..n... ..:�'. ♦.R.ti.Nnh'+}rWT...�.�>:T ♦�..n.':. Nr....:.:V.T1 W..ti.....�NH�vxiJV}}}NNJ}xN.YMV.J .......:�: .s.i.n.vn.�r}.n>.:�i.YSN}NNi.WAVk n.Jn.n��Y .....�.:�x..r.hJ.>.j.�v}h::�' CLIENT: M.A: Segale, IIIC. DATE: August 6th,1997 PAGE: 1 OF 1 .............. ................................................................................................ ........................................................... ............... ................. PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT NO.: 31 .................................................................................................................................................................................. ................................................................................. ................................... PERMIT NO.: N/A JOB NO.: N/A .................................................................................................................. ........................... .................................................................................... ........................................ ADDRESS: 3rd & Edmonds Avenue, Renton CONTRACT:N/A �.o.No.: N/A _.. CONTRACTOR: CII@flt TECIiNIC1AN: S.HONG/fmd ....................................................................................................................................................................... ....................................................................................................................................................... IN-PLACE DENSITY TEST METIiOD: ASTM D-2922 MAXIMUM DENSITY'1'Es7'ME'rHon:ASTM D-1557 ............................................................ ................ . . . . . .�D* ,..T.:!ikx;s,�'v!t?�:�M :.::;:,...x..r...;ty,�yc.y� ..!<?�e!;.. �t P� 'r�: e:a:o . . . . .. ,....�..� :.:... . .. . . �'� ......... .,::.:..... . s f� � ."'� . Y .... � ,c x ,� :. :.:.. . : . .. ' �., _ ' . ' ' .. .. � , ��. . . � � �, . ' r ' � �Et,i� DEIVST�`�'� p R � L�I3 Ci:��Z�E ��� C M� ' : ��,A1� . � � 'X"�S'x' . ' ' .-�.,.�:. .� ,..�..�. _.�� ��IV�' �:> . rv...r. r�<.�.�.a.�.N.,M<. ��N'�' �r��'C .. r��, �va. �i�+���rr�r� LOCAT'�OIV �c�rr�v � Y.,��. : c�.�r. Y niorsx � n���vr: tJ�'�"XMUM� CplVl� h�a � : �NU �t�V�+�' �17� � �' #���' WA��k% ��j I'AC�' �,Ip � p a ,yc b g ::,,. �e. ...r.:w.vo.,::..�.....a.�.:;.,, ..,waxo.....a�e . .o�.�.,...i:�..waw».wa,......,,o.o.:,ao�aw.wo»ao:wHaaa..M���c....... .. ._.> ....C..> .....a ......... . ......__ .. ,... .. ..... ..,. ___. ... ...... . . t..xr..<...«:E ..:: , ..:5 ,;�;;�� ..�:. ....`.., :: ..,,�. ;.�. �5.� .�. BETWEEN MH #9 & SOUTH SLOPE � � Y �� ' } ..... ..... .............................. � ........................................... : . ........................................................................................ ...� � ................;............................................. _ ;. : , .......................... ........................... ............................................f 01 217 - 2' F G 30' from south, 110' from east P-2 132.7 : 123.2 7.7 125.0 : 11.2 98.6 90.0% ` � ...................... ...........................:.................................................. ......................, . ................. ........ . . ......................................................................................... ................................................. ............ 02 218 " 10' from south, 200' from east " 134 2 ; 122.7 9 4 " � " 98.2 " < . .__ .. _._... . . ...... _ ... . ...,.. .. .... ..... .... . _........ ... _... .. ... . . . ..... .. . , ... .. . . ... _ . . f ; : , 03 219 " 20' from south, 350' from east " 126.6 : 118.4 6.9 " : " 94.7 " ` ...... .....-�.............. ....................................... .................................................................................................................................... ..........................:.............................................. ..........................;............................ ...........................................� 04 220 " 50' from south, 200' from west " 125.9 � 115.2 9.3 " � " 92.2 " � . . : ....... .................... ......................................................................................................................................................... ...................................................................... ..................................................�............................. � .................... ................. .... 05 221 " 80' from south, 80' from west " 131.3 ; 121.5 8.1 " � " 97.2 " f ......... ..................... ....................................... .................................................................................................................................... ..........................;.............................................. ..........................;............................ ............................................: 06 222 " 120' from south, 150' from west " 130.5 `:. 120.0 8.8 " " 96.0 " � _ ... _ _. . __ _ __._ _ _ _ . _ __ _. . _ _ _. __ .. __ , � , . ........ .................... ........................................ .................................................................. � � ................ ................. .......................................... ...................................................................... ................................................................................... .. .. ..� i . . . . . . ............................. ....................................... ................................................................................................................................... ..........................,.............................................. ..........................,................ ....... • ..... ............................................� .. ......... ............... .. ......... ......... ...... ........ ......... ......... .... ... ....... ...... .. ........ ......... ........ ..... : ..... ....... ....... . __ : _ _ � OtVF� RM5 . � �.:...o:v:��. m.vN::.�.�......�,...V..,s,..,.�..�v .x..�..�...�:.�...�v..p..N�..,�.�......A.......�w.��.Mv..�.n � � .............N.. ��� 'a.:av.w:aw �:wn....mro�v:s:OmVv.V ..>::tiv%•:vntiv�::lt':a ' �rrt.'sH:a:wa>n•AVYNY.4:V:V:4-'a.�vnv.v:vw• '.ur:xM.v:w >:w>.nv..n�ia'....... { REMARKS: ................................................................................................................................................................................................................................................................................................................................................................... ................................................................................................................................................................................................................................................................................................................................................................ ..........................................................................................^....................................................,. ... ................................. ....................................................... . �. ,.... ; . G,�'.............................................. ............................ ......... ....� DENSITY.FTW/FRM ,VAME: D-TO6B28 031 R- OB 0]97 T- oe.,�.�s� � REVIEWED BY: ..... .... .................................. �us" �r.�ii„ �.. ` . REPORT AU6 1 3 1997 CONSTRUCTION TESTING LAB�RATORIES, INC. ISSUED ::.. .u�,e1 10111 South Tacoma Way, Suite D-7,Tocoma,WA 98499 � Telephone (206j 588-0805 "A" REPORT Faaimile (206) 588-0928 .._A„-.,�,.�„a.e,�.�..,a,a„v.,>.m �,.a..���.�..M,M.�.,..F.e....,�..�.,�.e.�. ��������.�� ����� ���������� ����'� ,:Page :; 1 af 1 Client: M.A. Seg81e, InC. Date of Inspection: August 7th,1997 ...........................................................--��-----........._......_...._....................-------�--.._._..._. --------......-----........._........_.................. I Pro,iecc: Cedar Crest Development Permit No.: N/A ................................��--��--�--.._........-�-�---------........_.......-----._.......-----....._..-----..........- �---.............-�---------.........._.................-�---��--�-- P.O. No.: N/A address: 3rd & Edmonds Avenue, Renton Job No.: N/A Contract I�1o. N/A , -�--�-�---._.....--�......................_...._........_.............._..--•---�---.._----................_......--�-----. ......................---�---��---�-----......_........................ Cc►ntractor. CII@ftt Report No.: 32 Project No.: T-0682 i .._..---------�---�--�..............__.._._...._.._.___.._..---_.....___.__..._----�--�--�------- _............-- --�---..................._.. :=:x:�:«�. � � � � ���.��:.-:-<-:>:::<<:: � ....x:.-- - I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled soils in-place density testing. As requested, 4 each in-place density tests were performed at various depth of � fill for the storm drainage trench, as per attached copy of in-place density tests report. � ! � 1 - Weather: CLOUDY In�pector: S.HONG/fmd ...........................................................�----......._._............._....---�--._......------�---.......... _.....................................--�---........... .... ..............................................................................�-�---...........--�-•--�--............-�--•--.... FlELO.FTW- FllE NAME: F-TO682A.032 R-Os-Os-97 .,� T_ pg_��_97 Re�•ie«�ed Bv: p �a . pUG 1 3 1997 CONSTR UCTION TESTING LAB4RA TORIES, IN�'. issuE� ..........,.v�......w........�..v.w.................................................................................................................. ................... .....................................................................v........ ... .........�. .v. ............. .�:� . .. .. .... ........ .......... ........ ....................................................................................... ................................................................................. . .....::::::::::::.�N:::.......... ............... ...� ........,. .. ... .................. ........ .... ... ... .. . . .w..... . ...........:...�H.....:...... .:........::.....Y... 10111 South Tacoma Way, Suite D-7, Tacoma, WA 9849. "A�� Report - Trench Tel. No. (206) 588-0805/Fax No. (206) 588-092f , .� .. ...v. , .. . ,.. . , v ... .... :. ..., ,. . . , ....... . .... , ... : ' �1V-�PLAC� �ENSITI� TE�T R�P�JRT ' ; ' .....,�.u....��:x: .....,..:.a ...�.k.�Nw�..N�,.�.,., . . •••: � ..Jn N.r �.�� ... ..:" .. �.� .�.�.:..:.ri.nl..}}%':ri'7i�J)iw•.V.:vtn NN..N.>.V.x>.x�.tivh N.JiJ� � ... .' . �' � ♦ Y n ... . ...�... .......... .......1. ......... ......... ..n..nT ........ .tin..... ...n... ..r.....� ......� .. .ni. nnnY... CLIENT: M.A. Segale, 111C. DATE: August 7th,1997 PAGE: 1 OF 1 ................................................................................................................................................................................... .................................................................................................. ............... .......... PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPURT NO.: 32 .......... PERMIT NO.: N/A JOB NO.:...................N/A................... I ADDRESS: 3rd & Edmonds Avenue, Renton CONTRACT:N/A P.O.Nc► . N/A _ ..... . ...._ ._ ....,._ .... . _.. ..._ ........ ...,. ....... . ......_....._. . .._ ..... ...... . ....... . ......... ......... . .......... . ......_...... CONTRACTOR. Client TECHNICIAN: S.HONG/fmd ....................................................................................................................................................................... ....................................................................................................................................................... IN—PLACE DENSITY TEST METFiOD: ASTM D-2922 MAXIMUM DGNSITY TEST METIIOD:ASTM D-1557 ...................................................................................................................... ......................................................_ __._.... ....__ ... ....: -v.vt:r»•::n•..r.ar�ac>.s...:;...:::�.y;:.x�.: s�r �ra+�. ...,,.::s::a::.x::r�:.�.:��:;.�.......:,::>;•xr:�•:�.a; • . . . . ..... ;. n' .;'w r'"y3��n +r��"3�`c`t3"'6�D3'P,e �r e r t+s,�a � vr� ::R: t:..;. . ...... .. :. ,. . . . . .: . . , . :.: �: ., , ..... '. , : . . . '�.. . .. . . . �. > FI�1,D DFN5tI'� ���t � LAI3 CUR'VF' � P��t � <.UM 'T� '1'�ST �X Ag .,:; � ..n... ��l�i'X' .> ,.�� ....�.�:>�,M . ..,o „� C�1V'X' � f'AC'C ; �t..���.�oiv ! LO���TiON ' £cUr�vc� �;i�s � �rr�r �n����r� c��rzm�►m� o �. t�d� �vn. , + ���s�r : cam�� � io ' ' ;; ' #NU �' �WA'�`�'It°�(o k'' CT � It� � � W�7' 1;�1�'�' #l C � ,�,: �; " � ' . .,. :, : ::: , ', � ,r:a.<.ai w�..nvaeo.v,..: r., ...�.s�........:.x..:.:.o.............!.............x.. :.... ::,. .... �.:• .,;..::::.�.a...u,r::....r...a. � . .,.a...a.. ......>......,...,��xr....:x .,rvx+.:wr.•r.:.ars...:..o.:x . ....._ ...< .x.xNaao..................x.wo.,v. ..... .........a....w.........,.. .... 4 .. • -.: � � CB #4 f ` ° ,.# ...... ..................... ....................................... ......................... � : .................. ...................... ........................ ............... ........... ; ................. ...................................................................................... ...........................:.......................... ..... ..;.. .. ... .. 01 223 Top Grade 100' West P-2 131.5 : 119.4 10.1 125.0 � 11.2 95.5 95:0% f � ...... .. . .� ................................................................................................. ........�� ...............,....................... ...................... ................. ........ � ' 02 224 - 4 F G 300 East 134.5 ; 123.9 8.6 " � " 99.1 " 03 225 " 200' East " 138.9 : 127.9 8.6 " ; " 100+ " ......... ..................... ....................................... ................................................................................................................ ................... ...........................�.............................................. ..........................v............................ ............................................ 04 226 " 50' East " 132.5 ' 123.3 7.5 " ; " 98.6 " ........... .................... ......................................................................................................................................................... .................. ...........................:....................... .......................,..........................;.................................................. ....................... � � � � , : ...... ..................... ....................................... ................................................................................................................ ................... .......................................................................... ..........................,............................ ..................... ...................... � _... _ _.. . ... _ ... _.... .. .. _._ . _ .. _.. .... ....... _ ... .. _.. .. .. ; ,.. 1... . � : ...... .................... ............................................................................................................................................................................. ..........................:....................... ..................................................�.............................. .................... ....................... i � .......... ..................... ........................�.............. .................................................................................................................�................... ...........................i....................... ...................... ..........................¢......................�... ............... .................. � � � � .� . . . ......... ..... ... ...... .......... ........ ...... .. ... .. . . .. . .. . . ..... . . .. . ... . .. .. ......... ..... ......... ......... ........ ......... .......... �... .. . ....... ......... . ..... ..... ... ... .. ........ ... ... ... � ... . � . . . ..... .. .. .... . . .... .... . ..... . . . . ... .. .. ., . . . ... ... ...... ,. .. .. . .... . .. ��� . .. . .. ......... ... .. . . ....... ..,. .. .. . . . . . ... ....... . .. .... .. . .. . Y � . . � � :::..��..ax::vwwi.v:w.'v:tivhvn.:..Rswnw:a:e:"anww. 'rxo.ox5<�w:•.•:.� v:se�vx•�:.w.�.•m...uv:svns�:v.v:sR•�.avoctiva6iv.WrM1•.s.a..fNd'wv:+9:+•:�•MV.�.ta.<.n�Ww'.�a%vn' r...v:wxw.w.��.v.t:v:.>.:ntiaw:<cMvw. ..[..t:w+'v:uK�wwtitia.v.Sr .... . .xw:[ vA'.vCuti..Nvr.wievkKwtiwtiswaN+M1:aaxv/.v:..wuuu -:o.<.v:v:+.�a'.'vh+:o:uwr.�r:v:vuvc� REMARKS: ..................................................................................................................................................................................................................................................................................................................................................................... - ELEV.CODE: FG = Finish Grade ................................................................................................................................................................................................................................................................................................................. ......................................... ,,�..................................................................................................................................................... ..................................................................................................................................... . t. . ` ................................... _:; DENStTY.FTW�FRM /� 4AME: D-T0682A 032 R- OB-Oi-97 T• OB-17-97 �� �-��� REVIEWED BY: .......... ...... .... ..................................... �;,'�� REPORT AU6 1 3 CONSTRUCTION TESTING LABORATORIES, INC. tiSSUE y'a.e 10111 South Tacoma Way, Suite D-7, Tacoma,WA 98499 � Telephone (206) 588-0805 "B" REPORT Facsimile (206) 588-0928 : FI��..D �NSPE�TIUN R.�P(�Rfi P�� � Q� _, Client: M.A. Segale, I�C. Date of Inspection: August 7th,1997 ......................_.--.................----...............-�-�---..........._..............................................---. .......--�---................---��-----........ Pro.�ect: Cedar Crest Development Permit No.: N/A P.O.No.: NlA Ac�ciress: 3rd & Edmonds Avenue, Renton Job No.: N/A Contract No. N/A ..........................................-...__..-�--�-�--�---..................---....._.................................. ....---.....................----•--................................. Contructor: CIIB11t Report No.: 32 Project No.: T-0682 ..__..._.._..._----�--_.............__..................------..._......_._......_.__ ----....._. _-------_.... ...._ ....-- »r::>s<<� �.:<.:�;:»:::_>:::: I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled soils in-place density testing. As requested, 5 each in-place density tests were performed on fifl at the NE area of CB# 5, as per attached copy of in-place density tests report. Weether. ��� CLOUDY Inapector. S.HONG/f171d ........................................................�--��---.....................---....._............................. ----.._.............� •--.......................... .. ................................................................................................................�---........... FlELD.FTW• FlLE NAME: F-TOF>HZB.O3Z R-08-08-97 . .., T- 08-i 1-97 Reviewed Br-I ���� _..._-- ._---� ! ,������ AUG 1 3 1g97 , CONSTR UCTION TESTING LABORA TORIES, INC. .:..:.:.............:::.�..v:...w.....��.......�....:.�:::.v.:.......... .:............................. ... ... ..... ................................................................................................................................ ................. . .... .. w:.h.,...................................v.........v.........Y.,.........................................................................................................................................v......................l.a....`��..,vE.:.:..:...v.�::::::.::.s...........:A.::::::::::::::::::.:...n::......h.:.....::::...... 10111 South Tacoma Way, Suite D-7, Tacoma, WA 98499 ��B�� Report Tel. No. (206) 588-0805/Fax No. (206) 588-0928 , ,.,..,s. ,M.. ..,.. ..:.. :.,. :::. , :.: ..... :. , ' ; ..... :::. ; INMP.�.�A�� DENSITY TESrT REPORT ' ; : . _ :. :... :�:.:n��nn:\N44J�MOV�IV�•%�VA�I,MW�Y�� .rn.�.:� W..X.N�4 �ws.4..v: .... .v.'..'� .�.�.�.:.. ..��.�.�.�.�.:. .. ..:�::.. . ....:::: ......:::.... ..�.�.�. .....ti:.. ..�n.J.J.: ..v....:: ......nnV ......n. ..n..........>nix�.v.v.v.vh•.4w•Nx ,uu»..��r.v ...nn.. ♦...v..n ♦x.v.v.Wn�n.. CLIENT: M.A. Segale, If1C. DATE: AUgUSt 7th,1997 PAGE: 1 OF 1 .................................................................................................................................................................................... ................................................................................................... ............... .............. PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT NO.: 32 'i PERMIT NO.: N/A JOB NO.: N/A .. ...... ............ . .. ................................ ...................N/A.................... ADDRESS: 3rd & Edmonds Avenue, Renton CONTItACT:N/A P.o.No.: .... . ._ ._..._.. CONTRACTOR: Client TECHNICIAN: S.HONG/fmd ................�-----��----�--........................................................................................................................................ .......................................................-----�-�---..................................................................................... IN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAXIMUM DENSiTY T'F.ST 111F.THOD:ASTM D-1557 .............................................................. . .��: .. �.: :, . .vrR. e.s..t �t r�xssa N4:4:4:w'C:4:N.?n.}}p;:s.cvy'u.3-....... . . .m.y:nr:q..�•.:�nvnN:R�X�. :K'.'�.�.' ......�:'wnv..:n J:.:nv:::nv. .\�..�.!.�....,... . . . .. .r��$'�.. n.. . . .r....................................v.......S.n.....{n...... ....... ....:....:...................................... ..:.�.. ::>}'::':'�::;r•' .?F%�}:A:i�:l . .�. � ... . ��. h ..�.k'� �. .... ^ .. ..n C ^.W. .. % 4 � � � � ' r �.Yt § , ..: � ��R �� � , '� FIELD tiEN511 Y � .t.AB CUItVE E �'�S�' ; ; ! Lr'�� .,M.�. ;.< : �E�1T �.,�. �.,--�,.�. .,..... • CC+,N`I' �A��' s rra� �n. ��.�r��rr�r� L()��#,�'�C1N Ct��tr� ' ��� c�.r.�r. > �►���ur.. �i�rt���� com� � dr. f : ; ,; ' , � : � m� rsx '. � 1'VU �VE7' 111�,Y I � ,, �; #/C�'. WA.�`�h°fo PACT � ��Q. � «;::<...�...x .. ...: . . : ............> '........ .;...,...: . \ -uV0)O0.VOKVt9f.. .att�tta�.w.��uiw.uw.T�.i4:%�.. RhR� ............�..n[.s..v�.v..M�\n+.tiOtXF�.. .........�.�mn�.�.r.......».V...4.V.�.YrNT..4.nnn}......;�:v�..:...y:..v:.:::::...�.s..iri..:�r•:�i.n.ir}.WYrotr.Th . � .n. ..<..... x < x ............... n.w::::::.�.:.i:: .......�:�n:vY.:�::y.4..iN..:�'.�:v:..............:.. �.i�, NORTHEAST AREA OF CB #5 � ......................... ....................................... .................................................................................................................................... ..........................:.............................................. ..........................;............................ ............................................ 01.... .....227...... . - 7' FG 50' East ...P-2...........127:0......;....1.1.4•.7.... .....10:7..... .--- 125.0......l.........11.2..............91.8..... .90.0%.. ...................................... ................................................................................................................. . 02 228 " 150' East " 129.9 � 115.4 12.6 " � " 92 3 " _ . _ . ..._..,. . ......_ .. ._. . . ._ . . .�........ .... . ...... ....,... ... _.._. ..... . .... .� ...... .. .... .. ... ...... .. .........�...... .. .. ... . _... ...,.. .. 03 229 " 200' Northeast " 127.0 � 113.2 12.2 " ' " 90.6 " ... ..................... ....................................... ........................................................................................................ • ........................... .......................... ...................... ....................... ..........................y............................ ............................................ 04 230 40 South from ond......................................................... .........................�.24:�......;....�.�.3:.8.... .......8:.9....................,.............� �. 91.0 " ..................�� ........�.................................p „ f ......... .................... .................. . ................................................... ....................... 05 231 " 80' North from ond " 130.2 ; 115.5 9.5 " � " 92.4 " P ' . .................. .......................... ............................................. ..........................�......................�..... ............................................ � _ _ _. ___ .. . ...._.. . . _ . .... . _ _ .. _ _ . .. ... .. _ _.. ... ... ... .... ...... .s.. . . . . . : . .................... ......................................................................................................................................................... ...................................................................... ..................................................i.................................................. . ...................... ' i .... ..................... ....................................... . , .........................................�........ ...........................�............................ ............................................ .................................................................................................................................... ........................ ` �.......... ....... ......... ......... ....... ......... ......... ....... ...... ...... ........ ........ .... .... ........ ........ .. ...... ........ ........ ...... ..... ...... . .................# ..... ... _ . ._ . coN��oRM� � . : : ...:::.....�...�..�.....�.�.�� ��,..A:k:R�.�,.�...�.�.�...v. �.v:. ...::..r:.vH.�.ww.. .r��.�.w��..��.�...... _ �. :.::::�:. .�.v.t.x.w.���::. . ..���.:Nn..h��uw uaAv»::�� �.....�::.h...:...:..hw�.�.:..��.:.�...��.�..::::...v ..:n.�.p�.:.:..�:...:.::..:,:� REMARKS: ........................................................................................................................................................................................................................................................................................................................................................... ' ELEV.CODE: FG = Finish Grade ............................................................................................................................................................................................................................................................................................. .......................................................... .............................. ..............................................................................................................(.,.. .......................................... ........................................................................................... ...... ................................ �. .... r--:., �,..,, DFNSITV.FTW�FRM � 7AME D�T(�8�E3 03? R• Op�OR�i; T- 08�11�97 �. ! REVIEWED BY: ......_. ' � _..... ...................._....._...... `���. �'rw . � � REPORT e��� t 4 1997 I CONSTRUCTION TESTING LABORATORIES, INC. �SSUED ',, , `�,a 10111 South Tacoma Way, Suite D-7,Tacoma,WA 98499 Telephone (206) 588-0805 "A" REPORT F imil 588-0928 ..�...�.�..� �.� FI��� ���P������ ��Q�� Page 1 �f 1 �I , ; . . . _; , ..,,..,,-..-.�...�,...,�:.�;.,M.,..:...�..M.,�.,M..M.,...w.�...�. �.w� � Client: M.A. Segale, It1c. Date of Inspection: August 8th,1997 ........................................................___.___....._...-----------�--_.-_.-----�-----...._..-�------...--�-- .__._.__.__........_................................. Project: Credar Crest Development Permit No.: N/A P.O. No.: N/A ' Address: 3rd & Edmonds Avenue, Renton Job No.: N/A ---�---..._---_�__..-- ----- _ ___------.... � ........_..._----------------�---�---- i Contract No. N/A ' ---�-----�--��--�---�-��......................................................._.__._---_...._-----�--...----------�--�- -----._.....-�----------�---�---..._.._............................... � Contractor. Cllent Report No.: 33 Project No.: T-0682A ' ......�----_._...___.---._...__..__---�_______..�____.__._.._ ------- ............................ .. �,,;n;<.>:»»:> . � I arrived on the jobsite to perform special inspection and/or field testing, for �I today's scheduled soils in-place density testing. ', As requested, 10 each in-place density tests were performed at various elevation trench, as per attached copy of in-place density tests report. � , _ ,� • �.� '�(/G •.��,```�/-s `n . � . �8 ��j � ' �� Weather.�������M� FAIR ���� In.pector: S.HONG/fmd ................................................��-�--��-�------...--�--_.......-�----��----.._.....--�-�--��-----..... .....................----................................ -� .............................................................................----��--��----------��--�-�----�--..... �� FlELD.FTW- FIIENAME: F-TO68ZA.O33 R-OS-1�-97 T� 08-�2-J7 Reviewed B�: �• `1� � '};_ . . _- -.._ti ��•�. ncp� CONSTR UCTION TESTING LABORA TORIES, INC. AU� � 3 1�7 ...................K.. . n ............. ....:........:..:.....r....:::..:.�...:::::..::.:.w...:....::..::.......::.::.............:::....:......:.�:::.....:.:�.....v:.,..::::..:::..:.�::::.::::::::::.::::.�..:::.::.:::::::::..:...:::::::::::::::::::.:...�:.�:::.::.:�._::::.:::::.:,:::.:::.:.v...�.v....::�.�v.v.h.:.....::::.:::.�.:....h....v.�:.,�:...��... . . u�::....v.�.v...::........N...A.�...�,..:..w:..�....::. 4�� 10111 South Tacoma Way, Suite D-7, Tacoma, WA 98499 ��A�� REPORT Tel. No. (206) 588-0805/Fax No. (206) 588-0928 .. ......,,...,o.,...... A..A............., ........................................,................. . ..� „ .. .... ..... ....v. .. ..,. Il'�MpLA�.� DENSIT� T�S�` R,E�'t�T�'T wN..N.....�,:<.�,.�,. _ , :.. .w. -v+�i.\W.V�v.�\V.v:'..v�nVJA\VN��\V�WWTVI.\W�"m�w. N��»�:i:v ..xn:��: �..w.Hv:.� ....-.»�.. .....:.:�. .n.n:�: ....1.V.::.V. .lR4.v.:: ♦.n..�.�..�r.v.x�.f:V:i .V....V.)..W tv.4A�:t. .uw�.+ti.+).nV.+r��.vYiJVX. A.xi.vx:V.\.vnnW]��nw�wJY..wr.xtiV..:V .�rH.vnN.vM+.�uxvaaN:�v�.x:v:• CLIENT: M.A. Segale, (C1C. DATE: August 8th,1997 PAGE: 1 OF 1 ................................................................................................................................................................................... ................................................................................................... ............... ................. PROJECT: Cedar Crest Development PROJECT NO.: T-0682-A REPORT NO.: 33 .................................................................................................................................................................................. ..................................-----�-----------.............................. .....--�-��-�-------............... PERMIT NO.: N/A JOB NO.: N/A ................................................................................................................................................................................. .............................................................................. ................................................. ADDRESS: 3rd & Edmonds Avenue, Renton CONTRACT:N/A p.o.N��.: N/A CONTRACTOR: Client TECHNIC[AN: S.HONG/fmd .................................................................................�-�---............................................................................... ...........................................---...............................................................:......................................... IN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAXIMl1111 DF,NSITY TEST METHOD:ASTM D-1557 .............................................. . � � ' .\.�v� �:-:a::v.`�.1.+i)^'�.iAT5P3: .:Z++Y� ti�K,� 1\fi C �'`S�"if S.FYvr'K�Y O. J .t.. o. .\\ r K� .�..:...::. x�nx�.�..�....v.. . . . . . ,. n :.:.....•�. •::.. . 4 .y;ry4'�';.',f',...1Z?Y,`,�..�......... . . ....�.`,.......�°�`.•9:�`. ) :..... .::::..�•:Y':...•.::�... . ,..-v",C^. .1,...:. ._...... ..... ... .. ..'•'F':�K.::: . : �... �. ', 'i. - . �. �. � ., . . .. . N .µ r�:R r�n �on� E �'�'.S'I':; . ;: ; ; _ _ ; ��.A� >> .�I�LD D�.NSITY C�N'�' .:r 1.AB CURVE ..� �:�NT PA,C� �. ,.w ..,<.,.r. ., ,<,�> .,.�.�:. < ... ..k � �L�'VA'�'XbI� > , �{)��`���� ' �0. N4. ; - , <';;. G[?RV.:, L�S� .' C'C#.�`�'. It1QIS�' D1tY'�VT` t�P�'TMUM . CUi��- °fa r ' . . , ; rl' � � �VYA�R% p �Q� l'�U �� RY ' #iC�" ; , : ; : x , . . , , ,. , ; . . ACT ,�:; . ... 4.�,.,..�. .�.�.,�.. ».R.....>�., <.. . . A.M.�,� .,.:.,,�..�..�.�.:�.,�,,,xw,.,�;,���«��x.�,�,�.�.,.s....�.::u.,h<.,,..�,.y:�,.d.�,�x.,,�.a.�., ..w: .. : �, ..; :. :rm :�..., ��...� < . . ,., . „�,�. � STORM LINE TRENCH ' " � . . . . ..... ..................... ....................................... .....................................................�--.............-�---...................................... ....... .......... ...........................>.............................................. .......................... ............................ ............................................ 01 232 - 3' F G 50' west of CB #5 P-2 131.7 ; 121.0 8.8 125.0 's 11.2 96.8 95.0% � ................................................................................................................................................ ................... ........ ................................................... ...................................��............:.................................................. ......................; 02 233 - 4' F G 30' south of CB #5 " 134.4 � 122.7 9.5 " 98.2 " � 03 234 - 2' F G 120' west of CB #5 " 135.0 ; 123.0 9.8 " " 98.4 " ........... ..................... ....................................... ........................................................................................�----................... ................... ...........................;.........................................---.. ..........................�.........................-�- ----........................................ 04 235 - 1' F G 250' west of CB #5 " 138.3 : 126.8 9.1 " " 100+ " ............ .................... ......................................................................................................................................................... ..............................................:....................... ...................... ...........................:.................................................. ....................... 05 236 F G 150' east of CB #4 " 128.3 ' 118.7 8.1 " ' " 95.0 " ..................... .............................................................................................................. ................... ...........................�.............................................. ..........................t............................. ............................................ i ... . .. : ; __. ... ..... ..... ..._ .. .. ... .. _. ._ . . . ..... . __... ... _ ._ ... __ ... _.. . ,... _ _ � t � . _ ........... .................... ........................................ ................................................................................................................ • ................... .................................................. .......................................................�---....---...............................---. ....-�-�----.........€ F : i , , ............. ..................... ................""""............... .................................................................................................................................... ..........................�.............................................. ..........................t............�................. ............................................j . � � � � I . . . .. ....................................... ...... .....�... ......... .....................;................... ......... ....... ......... .................................p N.F ...t�111'I _ �, �. ...�.w .,�..�.a.�,��..�,.�..��.v..... V.........�k...v..N.��.�.tw....�.H,�,�..�...�.w�.,�.N,,.u.�A...�...�..v...u.�:.:�:...K.��...�.�.�. .��,�;..��. .�....�.x..�.�..�.xww,�v,�.,�.,�..nv�....�.�,.�,: �.�...H......h........�.�..�... s REMARKS: ................................................................................................................................................................................................................................................................................................................................................................... • ELEV.CODE: FG = Finish Grade ..................................................................................................................................................................................................................................................................................................................................................................... ..............................................................................................................................................................� �- ............................................................................................................................... ..... ........ ...�4 ................................... ti.ir}4 o�+srcr.Frn�FaM ` [nME: D-T0582A 033 R- oe 11 97 r. oe-,z s- �,., REVIEWED BY: � � ...................._....... ��,,,.� REPORT qUf 1 �t 19g1 TRUCTION TESTING LABORATORIES INC. �SSUED CONS , �a� 10111 South Tacoma Way,Suite 0-7,Tacoma,WA 98499 Telephone{206} 588-0805 "B" REPORT F imil 2 6 588-0928 �IELD I��PE���ON REP�R7�: : `Pa� � �f 1 Client: M.A. Segale, If1C. Date of Inspection: August 8th,1997 � ...................... Project: Credar Crest Development Permit No.: N/A P.O.No.: N/A __._.__._..___.___.__.�_.,_.. __.�.._ ._ Address: 3rd & Edmonds Avenue, Renton Job No.: N/A Contract No. N/A ._..._.....-�-----�--.._--�--.........._...__._..___..-�--------_...._..._.__.__............................ p . _..._..-�-------�--�--..........----��------�-�-�--.....- ... � Contractor: Client Re ort No.• 33 Pro'ect No.� T-0682B --._....... _.1.......... ............ � • - . ����;:::�:>v I arrived on the jobsite to perform special inspection and/or field testing, for � today's scheduled soils in-place density testing. As requested, 5 each in-place density tests were performed on fill at the west side of MH #7 and #8, as per attached copy of in-place density tests report. � , � �._ �_I� f0t _ , , � L__� � �� Weather: FAIR In�pector: o.-n�NG/fmd ._.............__.._.............--�---........._...................----._...-�---��-�---�--��--�------�----------�-��--�-- _........................- �-- - .. ............. ��--�--�..........................�--�-�-�--........._..---..... �----..........._.....-�---��---------�-�--�---�---�-------� . FIELD.FTW. flIENAME: F-TOG82B.O33 R-08-11-97 T' OS-12'97 Re{'iewed By: ......... - ...`...:..�k.F .. . . . E� 1., I AUG 1 3 �997 '�� CONSTR UCTION TESTING LABORA TORIES INC. issuEo ' :..::..:::::::...:.h....n......::...�.::::::.......................... ............................................................ ................... � . ................................................................................................. .:::::::::.::.:::..::.::::: .:::::::.::.:::.:::::::::�.�::.:.:::::..::::::::::::.�::.�.�::::.�::..::....:.:..v::.r::..:::.:�.::.:.:::::.:::.:.:.:x..v.v.........:::......::::::::,_..::::::.:.�:::::::::::,.,::.�::::::::::::::::::::: 10191 South Tacoma Way, Suite D 7, Tacoma, WA 98499 ��8�� REPORT Tel. No. (206) 588-0805/Fax No. (206) 588-0928 ...., .., ... . .... ,. . ,... ::.. . ...... ::::. , ; : , ; ; '; > II'V�PLA�� DENS.�.TY T.�ST REP+DRT _ :. ..:: ....::: .:: :. : .:: .: - c:: ..�n:�:.'v n.l.�.\:�.\NJ�.t�.W.WVW:ViAWJiJ�wT�T :.. �.:.�.- ♦r.x.:..w . .. . .. �.- ....'., ..,. ,;,.. .... ...: . .,' .'�' . . .....��... .�......r .1...i... . ........ ......�v. .vn...nV ..v...... ...r•�..��.�f...�. ..:.....................�..n..............r....n... v�..��.Tn.r�..:n......x.y.}.�i.�.:.:Y.n:•......�.r.�......n.v.VHtT}YNrT.N.}.v.}...�. .5.�...arY.•n::... CLIENT: M.A. Segale, It1C...................................................................................................................................... DATE:...August 8th,1997 PAGE: 1 OF 1 ............................................................... .............. ............. PROJECT: Cedar Crest Development PROJECT NO.: T-0682-8 REPORT NO.: 33 , ..................................................................................................................................�--..................................... ................................................................................. ................................... PERMITNO.: N/A........................................................................JOB No.:...................N/A '� ............................................................................................................................................................................ ....... ................... I ADDRESS: 3rd 8 Edmonds Avenue, Renton CONTRACT:N/A P.O.Nc►.: N/A � .. ...... . ....... ....... . ....................._._......... ....... .. ... .. .......,.._ CONTRACTOR: Client TECHNICIAN: S.HONG/fmd ....................................................................................................��---.............................................................. .............................................................................................................................._........................ IN—PLACE DENSITY TEST METHOD: ASTM D-2922 MAXIMLIM DENSITY TEST METHOD:ASTM D-1557 ................................ . . . . . �� ..�... :. �. ,: .........�'�D< - �F. : /R:ri....:;.'•. .1{e� ..., .� . �. .�,k .�f..tNF.eq�:a�;E%,r.p; �-a�°r'�.:.�• - ...,Y.���Y9�8^'i:.7 ..r.. .»:an� .�.. .r. .. s..�.. °�'?�l?:$ `�Y'. .c�'o-x $a��'�3?F�•.�ER'... : >fi F s.....:�....... '�� � ' �: '�.� �' .' �; � �� �� :: : �1�� I �L.A lJi�Y L`� .. ,� �`I�LD DEN T �E�t B C : � ����t � COR� : �'�'� T�S'X' ' > ' ' ;>: �!�. . , �:. .� ��lv'�' �--� ' � ��.���.�rbrr ��J�,�,T�OI� � `. r � ..� �„y... ��N�r F r�,r.�x ; �� ' �v�v�:� �;�s c���r. ` �c�i�i� s �a, r�a. , ; � � ��►�s�r ��.�t�v�r�+�� n� �arn� �a �lYC1 ,� 'V�'�7 I71iY' „ #f��' ,VYA`�'��t d/4 �A+�T K��t?. �` .' ' . .: ..� .- -. '. . ,: d - ��� �M�+•�e'.cr�..xR.n .�.�n�uavN�n .a� �.a.Ys.xiJV%066itn��.i.M .�....C6%v[..r.%vR•TVWV:Mr'?'.......�. ........4 :.}.a �.....n.' .v. ..�.:. .:.:.ti•.v. �..:..H.�.��, ..«AH.:�..,v... WEST SIDE OF MH #7 and #8 y • , ..n,,.>.�.::a . ,...�e ,.Q.K..,: ...,.>.. ; .: r......>:.>.::::.:s.:..< .:;� _ � t F � � ......... ............................................................. .................................................................................................................................... ..........................:.............................................. ..........................�............................ ............................................. � 01 237 - 3' F G 50' west of MH #6 P-4 127.0 ! 111.6 13.8 115.8 � 15.7 96.4 90.0% , . . ........ ......................................................................................................................................................... ..................................................................... ..................................................:.................................................. ....................... 02 238 - 5' F G 150' SW of MH #7 " 124.7 ; 109.0 14.4 " ! " 94.1 " . : ......... .. ....... ,...... ... _ ___ . 03 239 " 30' west of MH #7 " 126.5 ! 110.7 14.3 " ; " 95.6 " .......... ..................... ....................................... ............................................................................................................... ................... ..........................�........_..................................... .......................... ............................ ............................................ i, 04 240 - 8' F G 150' NE of MH #7 " 124.8 ? 110.6 12.8 " � " 95.5 " ........... .................... ................................................................................................................................................. � ........ ...................................................................... ............................................................................�-- - ................... ....................... 05 241 - 4' FG 40' SW of MH #8 " 124.3 ' 108.7 14.3 " � " 93.9 " ..................................................................................................................... ...........................`.............................................. .......................... ............................ .................... ....................... � � ' _ _ __ __ ... ... ...... .. ._ __ ... ............ ..... .. ... . .. . ...... �.. _ ..... . : .. �._� . . . , � . ................... ..........................i....................... ..................................................�................................_... .._...................... ................ .................................. ............................................................................................................ : , . .. ..... .. � � �n :............ ............................................................. ................................................................................................................................... ...........................�.............................................. ..........................f........................ ` i�tS ; : . ..... ....... .............. ... ......... ......... ....................... ......... ........ ........ , ; ... ..... ... ......... ......................... � . ........ ..... ............................................................................. .............................. , . 2 • 2 ' . � . ._.._.. ... ... . .. ... . . .. . . . ... ... _ .. . . . ,. . .. . • • � .. ..,,.. .... _. . _. .. .._... ....._ ....... .... �. � - . .. . . . . . . . .. . . .,.. ..._. _.._ _ ....,. .. ...... ..... ...._ ... ..... . . . .... . I : I .w.w..:.r..,..v.n..v.w:..o:vx:w...•.v.v.wr.xa.v.s..•....vn,u..•.:..:a:..v.> ..• � :. .va.:�:vn.�a. r.ur:.no,,..w.,.ww.,v.., r.x.<...:.wr.r+.... .axxw+ v.ssu•vc....�...wwww6:aw..v:.v.:.v.o.w:.s•r.•xmsNw•whw.v�x«.x ...wwn.w.�.v..-. ' r..:v. .a...:.:n�•.vn•.s..�+nriav:av.w::.:.,.::.::::.. ...::.u�v. ..x, .u, ' ..x.'x:a.. REMARKS: .................................................................................................................................................................................................................................................:.............................................................................................................. • ELEV.CODE: FG = Finish Grade ............................................................................................................................................................................................................................................................................................... .......................................................... . ................................................................................................................................................. ........................................................................................................................................... ....1�., .................................... ! DENSITV.FTWiFRM J .,NAME D�T05828 033 R- OB�11�97 T- oe�,z s� REVIEWED 8Y. ...... ..._...................._.__. I�i ��� � �� REPORT AU6 1 � 1997 .CONSTRUCTION TESTING LABORATORIES, INC. �SSUED ��, ,�o� 10111 South Tacoma Way, Suite �-7,Tacoma,WA 98499 Telephone(206) 588-0805 "A�' REPORT ��� 928 ;:<_ FIEI.�D �1�5'PECT'IC�I�I ���'�RT` I g�� : � p� � Ci�enc: M.A. Segale, InC. Date of Inspection: August 11,1997 ...........................---�--........._............_......_................._...--�-----�-�-------......._...._....._....... ._........_._....__....................-�----........ P�o,iecc: Credar Crest Development Permit No.: N/A P.O.No.: N/A Address: 3rd & Edmonds Avenue, Renton Job No.: N/A Cootract No. � N/A Contractor: Client Report No.: 34 Project No.: T-0682A �I _--•------____._._.._...._......_..._.____._....___�.___----------------_.. _._____._. v +,m�,+ . . . �' -' -----' c� I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled soils in-place density testing. As requested, 5 each in-place density tests were performed on storm line trench i, between CB#4 and CB#5, as per attached copy of in-place density tests report. Wexther: N w�� �����~ � FAIR �WA��� Inxpector: ��� S�.HONG/fmd ......_...........................................�---�--�-�-�--...._........._.__-----........_....._..--�--��----�--.... ....................................................... ... ...................................................................................�------.._......._..__................ y I FlEID.FTW- FlLENAME: F-TOF)82A.O34 R��-�2-97 T' 0$-�3-97 Reviewed By: � ��{n 1� . ._.__ _.._ . �J�♦ REPOHT CONSTR UCTION TESTING LABORA T�RIES, INC. AUG 1 3 1997 .....,.....,.....,.,.......,,..................................................,........................,.........................�,....................................................................................,,...........,..........................:::10191 South��Tacoma.Vl%a�.:.,.SN��-��acoma":.WA�:::98499 Y, , . "A'� REPORT Tel. No. (206) 588-0805/Fax No. (206) 588-0928 �....w,,, ,,.... ....,.,. .,.,. ..., .,.... ...,. . ... . ..... ... . ... ... .. ...,. .... .... .,.., .. : INM�'LA�E DENS�.'1`Y TEST REP�R7' : � .rn.::H xRn.VHr�.Wc�wW�TM. ��.M.\)JY.A ..�.wtiV: \.�nTn.)wTl.. ....::.- ..�.n.�. .....�..vi.WfhV}�.}...:.�:. . .....:...�l.1Kv.VAH .................. �' ...`.V.v..�... .� ..... .......v. ............J.. ... . v.e....4..v...v.WNN.'VnhVJV>��'" n».V:Y:VA+Y.4 ti. ..n.x.w♦ ..r.v.h�x:4: CLIENT: M.A. Segale, It1C. DATE: August 11 th,1997 PAGE: 1 oF 1 ................................................................................................................................................................................... .................................................................................................... ............... ................. PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT NO.: 34 .................................................................................................................................................................................. ................................................................................. ................................... PERMIT NO.: N/A JOB NO.: N/A .......................................................................................................................................................................... .................................................................................... ................................................. ADDRESS: 3rd & Edmonds Avenue, Renton CONTRACT:N/A r.o.tv��.: N/A .. . . ..... .. CONTRACTOR: Client TECNNICIAN: S.HONG/fmd ........--�............................................................................................................................................................ ...........................................--��---�--......-�---........................................................................................ IN-PI,ACE DENSITY TEST METHOD: ASTM D-2922 MAXIMUM DENSITY TEST METHOD:ASTM D-1557 ; ....................................................................................................................... . .Rq�+'.fi.'t{:)n". ' ::#Y.x.,sa;;i.s.;:[;x�;e`.*,::^F:'::'. � . ' ..'. '.... ' . . ....::x9'J.?;r::?}:l•.*.tdMSd:'- ..s .. ".�"" ��'4.:s:�'�:Yti<f.?c �... ..�.Y.'�'"'.`.�vK�}:�.. ...��... ���i.�f�.:�. .:..e�..... .:C... . ��:�C:.:. .. . w ... . ..�x ....v 'N[ . .: AS �� .. �.�.�..A�. �....A . �i 'Y. .. ' � ' �,( `�'. �i ' .' : ,�; � �♦' � �� � . . j � x�S'� >: . ....; ; «: > : �� C�� �� �B �Y1RVE . : CCNT ' �'A,C'C � �� ;�`IEt;I� DEN'�IT ' L ���v�.�rc�rr �+l���.T�C�� Cu�� r� �.,�s ��a�r. �:�n��r r��r:o��rz��m . ' � ti r�v �o ! � nxu�s�r �am : fe � ; ; ' <: < ; t�IO "VV�'�` � I�1zY #l C�' `WAT�It bfu I'AC'X' � ,�+p � ..v,..,v�,.,..,�,�..o. :��. :<,�..�.,�.,,�„� .v.,.v��„�q .��K,w: � ......... . .. ,.. . .. �n�..... .......:. ....�:. „�.x,:..v..„:< .....<K..� .<�....v:.:.�..,...<,�.,>:. .. .': � . t !.. ......_ : :...< STORM LINE TRENCH BEWTEEN � f� . r �......................................................................... .................................................................................................................:...................'..........................;..........................................................................:........................... ................ .................. .. .. ...... .. CB #4 and CB #5 ` ' � • . . . . 01 242 F G 200' east of CB #4 P 2 140.3 132 2 6 1 125.0 : 11.2 100+ 95 0% , .. __._ ..... . ....... _.. .. ... .,...... .... _.._..... ._ _. ... . .... ..... .. . .... ...... .. .... ...... .02... ......243....... '� 250' east of CB #4 .......... .....132:9......,....1.23:8...........7.:4....... ..........."............;............."............. ....99..�......'..........��.......... ...................................... ............................................................................................................................ 03 244 " 130' west of CB #5 " 131.8 ' 121.5 8.5 " " 97.2 " 04 245 " 70' west of CB #5 " 126.7 ; 118.7 6.7 " ; " 95.0 " ... ..................... ... ............................. ............................................... ...... ...... ................................. ................. . .......... .... .... .... .. .... ... ...... .... . .. � 05 246 " 60' south of CB #5 " 130.2 119 6 8.9 " � " 95 6 " � .. .. __. .... . ..... . .._. ..... .., _ < , . . . . . .......... .................... ......................................... . . ................................................................................................................................................................. ...................... ...................... ...........................:.................................................. ....................... ' � . . ........... ............................................................. ..................... .........................................................................................................................................:..........................................................................:............................ ................ ................ ............ .................... ............................................................. ............................ .............. ...................... .................. .................. .................... ....................... .......... . . . , . . , . , . ................................................................ .... . . ....... ..�.. ................. ... .. .. ... ... _ �' �V�qRMS �__ _ __ _ _ _ � _ _ '� � � ::.::::.....�,.�....:.A... ...:...�.A........v.:..�..�v.�.v:.....:.��..................... ... ..� .. ..:. .................................::::....:�.�. .hvMri...�:::..��.....: �.....w��...�....�.�.. .A....x.,:.........r..:..r.....�.�..t.ux.�� �:.xuu�..�....... .............. REMARKS: ...................................................................................................................................................................................................................................................................................................................................................................... ' ELEV.CODE: FG = Finish Grade ...................................................................................................................................................................................................................................................................................................... ........................................................... ,r,,.,,:.................................................................................................................................................... .....................................................................................REVIEWED BY: ......_.............��; .................................. I DEa51TY.FTWiFRM 4 �,AME: D-T(�87A 034 R• OA-129� T- OB�12�91 . . . .(. „��.... .... ................. I� '�qFf REPORT AUG 1 41997 � CONSTRUCTION TESTING LABORATORIES, tNC. �SSUED ; - �.N�e� 10111 South Tacoma Way, Suite D-7, Tacoma,WA 98499 ��� Telephone (206) 588-0805 i "B" REPORT Facsimile 2� 0,�„6 5,,88-0928 ' _ , , - ����� ��k�.t������� ����.� :: Page , 1 af . 1 I Client: M.A. Segale, Inc: Date of Inspection: August 11,1997 ...---�--�.............. .._._..---._............----.___--.__.__..---__........._. ..............._ Project: Credar Crest Development Permit No.: N/A P.O.No.: N/A a�����es,: 3rd & Edmonds Avenue, Renton Job No.: N/A Contract No. N/A ---.._.............__.._....._....._..._....._....____....._...........__._..---.._......_.........---•-�-�--... ._..-------.._..................------................................ Contractor: Clletlt Report No.: 34 Project No.: T-0682B __..__...._...____.__�.�..._. �_.___.._..---------_ __..._.. ........................... � �•,;�:�::. I arrived on the jobsite to perform special inspection andlor field testing, for today's scheduled soils in-place density testing. As requested, 6 each in-place density tests were performed on the fill between MH #9 and 3 cell ponds, as per attached copy of in-place density tests report. ', � _ .. .l J ,,.�� i , �...� ,���, � � ; i�_ ( -; j ; � Weather: FAIR Invpectar: S.HONG/fmd ................................................_..--•-�•--�--�---�--........_...._.................................._..... ._....................---..................................... ...................................................._............................._.-�---.._...----.....--�--.............. . � FlELD.FTYV- FILE NAME: F-TOG82B.OS4 R-08-1 Z-97 ,. T- OS-13-97 Reviewed By: - �i � __._... _ }'���� . � � i J� p�IG 1 3 1997 CONSTR UCTION TESTING LABORA TORIES, INC. issuEo .N........Y.......,...N..........................A....v,...................................................h.............vA....,............................ ............................ ........................................................ ... ......».w. .h ........�.... .:� ... . ... ... ................. .. .................... ............................ . ............................................................................................................................:...�v::.�.....::..::.::,:::..�::...... ..r..:.::.:::.v:.:::�..:..v....v:.....v.�..�........ .......�.....:....�.�:�..: 10111 South Tacoma Way, Suite D-7, Tacoma, WA 9849_ ��8�� REPORT Tel. No. (206) 588-0805/Fax No. (206) 588-092f ; , ; ' : iNµPLAC� DENSI'I'�►' T�ST REPORT _ _ _, '....aarv.v:.. -�--�vav�vaxzwxa.wurw.. ».v.�:>...N.at».ar.:. ...n:.;iv.vww•»a.wri'va.w..u....r...w.:v�w.wr»a.o-r�n.v.v;: .......�::� ... ...::�: .......::� ......,���:: ......nxxr.r..., ��.;:+.n .....�.:»,s vn..n.hv:. ..,...,.,�.v.v...,�...,.:�::. ......v.w ..a.m,�.,:.;:.r,.v.,.>.a.i:r.ws.orrw.ix<wrxa.v».vi�ar.wo»::V CLIENT: M.A. Segale, It1C. DATE: August 11th,1997 PAGE: 1 oF 1 .................................................................................................................................................................................. .................................................................................................... ............... .............. PROJECT: Cedar Crest Development PROJECT NO.: T-0682 REPORT NO.: 34 ......................................................................................................................................................................... ................................................................................. .................................. PERMIT NO.: N/A JOB NO.: N/A ............................................................................................................................................................................. .................................................................................... ................................................ ADDRESS: 3rd & Edmonds Avenue, Renton CONTRACT:N/A P.O.No.: N/A CONTRACTOR: CII@Clt TECHNICIAN: S.HONG/fmd ....................................................................................................................................................................... ....................................................................................................................................................... IN-PLACE DENSITY TEST METH�D: ASTM D-2922 MAXIMlln1 DGNSITY T�ST MI;THOD:ASTM D-1557 ...................��-�------......................................................................................._ ..............................._.__ _.__......................................... •}:.uY:a:.. .�x,.</nR:.:v.X•'/.:••.<e.. ,•;t.y: y;.r.,.;...a,..:.., q..y,••: •>:t.x x;.y,..G+h�:y3:t� >:r.:o:r:zox ;:y:,y ::s;::.y o-p�,.;:: :� tis .tiw::r:.i:nn�. ::..v. �:..�::::.�...:i.r:nv.�::n...�.i;qw .:.:..vx:.:..::::.n.::.v:::. ,. .... :. . . .... . ... . .. . ..: �`�F''� Y: K . . .. . ._ _.._ '�"'3'� a .s.. ...� 4.... ,z...>:<. . S :.. 7� ;: ...:.:: .. . . �. � . . ' ..... . . . .. ' : � : � . . f... ..:..::� . .�� . . . . � � . . .' . ' . .; .. . � F , �� FIELD DENSITY< r�� £ L.AB CURVI� �'�R CUM > .>....< ._:,., .,-,..-< ..,.r... � E '1'EST I ! ' , �, C�IV'X' � <..,<. �'�N'X' �'AC'[' ritU. ' NU. �LL'V`A'Y`Cdl� ' �OCATI{�� iCU�tV�� ,,��5 �`�1.�"X' E: �fUIST � riR'Y'W�`. t���'IMUM CUM- "/a �rvo w�ir n�� � � �rc� �vAm��^�o �� ....... .:,,.:.,.���.,�,���.�,�...�,a;�.,�;;�;�x:»..�;�..�.�..�,..:�, '� , . . . . .. .,Fr�.� y < ..�,��.:..�.�.�..�,.���.... ....�... ,. .... ..:..... :.. . � :._. ,,:t .: __ _._ . rAc�r ��;� ::. :. t..... ... : . BETWEEN MH#9 and #3 CELL POND � � ` ......... ..................... ....................................... .................................................................................................................................... ..........................;.......................�....................... ..........................;............................. ............................................ 01 247 F G 120' NW of MH #9 P-4 124.6 � 109.9 13.3 115.8 : 15.7 94.9 90.0% ......... .................... ......................................................................................................................................................... ..............................................�....................... ...................... ...........................:............................. .................... ...................... 02 248 " 50' North of MH #9 " 123.6 ; 110.1 12.3 " " 95.1 " . ... ..._. _ . . ,. _ _. ..._......_.. _ �.._..... _.�. .. _........... .. .. ._ _. _ ... _ ... ... _ _ _. _ _ 03 249 " 80' North of MH #9 " 124.3 ` 110.2 12.8 " ; " 96.4 " ........ ..................... ....................................... ................................. .................................................................................................. ..........................,.............................................. .......................... . ............................ ............................................ 04 250 " 150' NE of MH #9 " 125.6 � 111.6 12.6 " '• " 96.4 " . ............ .................... ....................................... ................................................................................................................. ...................................................................... ..................................................:............................. .................... ...................... 05 251 " 200' East of MH #9 " 126.8 ; 112.2 13.0 " ; " 96.9 " ........... ..................... ....................................... .................................................................................................................................... ...........................�...................... ....................... ...........��...........�.............��............ ................................��.......... 06 252 " 250' NE of MH 39 " 124 9 € 111.6 11.9 � 96.4 _.. . .__ _ ...___ . __ __ .. _.. . _ .._ _ .. . .. ... .. . . ... . .._.. .. . _ �._.� ,._.. . ._._. _ _. _ _ t _. � � � ........... .................... ......................................................................................................................................................... .:....................... • .............................................. ..................................................................................................... ...................... � . ; . , ........ . ..................... ....................................... ............................................................................................................... ,.................. ...........................;............................................._;;..........................¢--....-�---.............---. ............................................ .... .. .............. ... ............ ......... ......................... .. .. � ... .. ......... ......................................... ....... ........ ....... . . . .... . �DNF. R�$. _ � _ __ _ __ . , . . :.:::.... �.�.v:::..uk�.:v�,�...�..�.�_.�..:M�h.....�.:�.M..��..µµ�.�..�.�,�.�.�,..w.�.....:�. ..�....:ri�..vk...w��.�.�.�.�.�..:w .v�.:�...��,..�..:s.�..��,:�,a, ,�:4,�.�..:v .wA...�.�..T,a.�.�.,.�..�...���.K �x..:..�..�.x�. w�..: REMARKS: ...................................................................................................................................................................................................................................................................................................................................................................... • ELEV.CODE: FG = Finish Grade ..................................................................................................................................................................................................................................................................................................................................................................... .......................................................................................................................................................:: ................................................................................................................................. � ................................... ,•.. .......... �... . ... OENSRY.FTW�FRM _NAME: D-TOrB28034 R• OP. 1297 T. oq,�-9� ._ REVIEWEDBY: .. .. .... . �� � . .__......___._..._.....-_.. �.; AU6 1 4 1997 ISSUED CONSTRUCTION TESTING LABORATORIES, INC. i� ��,a� 10111 South Tacomo Way, Suite D-7,Tacoma,WA 98499 , Telephone (206) 588-0805 "B" REPORT F imile 206 588-0928 FI��..� ����.►����'IC)N ��'��'.T` �a� � '�� � Client: M�A: Segale, InC: .Date of Inspection: August 12, 1997 ....._..... Projrct: Credar Crest Development Permit No.: N/A P.O.No.: N/A ,,_...._ ,. Address: 3rd & Edmonds Avenue, Renton Job No.: N/A Contract No. NA/ ._.....__..._.............�------��---........................ Contractor: Clletlt Report No.: 35 Project No.: T-0682 _._._.------ -�---��-�--�--�............. . . . . . t"�•i;�A..... I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled soils in-place density testing. I performed 6 each in-place density tests on fill at the West area of MH#6 thru #8 as per attached copy of in-place density test report. � � �, n � � , �. , 9� . , r� �.: ', � � . ��: , , � C�-, , , —� � . � , `. ' �5,:� wrdcnr�: Fair Inspector: S.HONG/sg ._...........................................................................__._.........-------......................... _....---�----�--�--....--�---�---�---...................._..... -�-�.....................................�--�-��----...----........_...-�-�--�---....._.............-�----��---............. � F1ELD.FTW• FlLE NAME: F-TOF)82b.O3J R-8-13-97 T- 8-13-97 Revlewed By: . � ---- -. -- - c ..... _ ' .�� �� CONSTR UCTI�N TESTING LABORA TORIES, INC. Au� 2 2 tss? ...,v..,,,w...,.�A....�.,�,..�.v...,,,Y.M,,,.v....,v..,.....,.,�,,.w,,,�,.,kwhw..,.v.,,.....,..v...,.,.....,.�.....,.x..,,,....MVKr...,.�.xv.�...................�.........................................,...,................................M..,, 0 1.0 •..co.....a. .`Sb�'D-7� Tacoma� WA �98499 1 1 1 South�Ta m � , , .. . . .. ... . .... . ... ...... .... ... ..................................................... ..... ......,........................ .. "B" REPORT Tel. No. (206) 588-0805/Fax No. (206) 588-0928 . ,., .:.::. :..:,. .:,.: ..,.: ,�< �„ .n, M,-..,.: :.., .�:..... .....: ... .,.....a . ... .... . z ' ;: ; < ' ; ' : IN�P.�.�A�� DENS�T� TE�1' REP+I�RT ' : : :. <:� :_ �-:.,�,.�...�:aw,v:»»ava.a...vr•w.�Wv.v.v��i,,.v:wv.x+.wr.sww»uaNw.;rv.:•:.,...... ��I�� . .....1���!. ,. . :::i,.. .....::�.: ........� ........�� ......:.:,v....a.w a rxawN.,ra,w.v.aw�wa.x.�. .......:. ♦......::I,. , ...::. .......:: ......:�:: ....a n.i�: .....�:�':�L ...�.ws..�.r ...v.n�...�.. CLIENT: M.A. Segale�--If1C:..................................................................................................................................... DATE:...August 12th,1997................................................PA�E: 1 oF 1 ........................ ............... ................. PROJECT: C@dal'CP@St D@V@IOpll'1@Ilt...................................................................................................... PROJECT NO.:....T-0682-8....................................................REPORT NO.:..............35.............. PERMIT NO.: N/A JOB NO.: N/A ................................................................................................................................................................................... ................................................................................... ................................................. ADDRESS: 3rd & Edmonds Avenue, Renton CONTRACT:N/A P.O.No.: �I/A , _.... __ ..... . _ _.... CONTRACTOR: CII@11t TECHNICIAN: S.HONG/fmd ....................................................................................................................................................................... ....................................................................................................................................................... IN-PLACE DENSITY TEST METHOD: ASTM D-2922 MAXIMUM DENSITY TEST METIiOD:ASTM D-1557 ..... ...... ....... ..... .: ,.:, €��s����: =w^ _ F:� ���e::��° .:.. �� �.e����..: :� �xa�,�.: � � . � � . � > ��R C��1'�� �1.,A13 � T�'IELD b��11�TI'i'' P�, �..�8 CURVC' � T�ST , ..�.� ...,,�,.:M,�....� � .,.,� >,.,.,,x C'�1r1T ,.w, ........ ��N�' �ACT r�a. �vo. ��.����rz�� LOCATIO►N �c��v �i�s � ��r.�r. MUIS�' ll1tY���'� U�''z'IM�1M cor�� : �e ;. ; _ ; � ; �,�� �� ������ ���� � �� � b '1�V�'� I�I�Y � � #!C�' ��A'Y`�it"/a ; � , ,., . „ > �N . . N,. kr� __..:: ...... .> .. ... .:: x�.�.a:.�,�,�.>:�..>,�,��,:::,�:�.�.. � �� ..� �': ..... . YAC'� �� Nr.asJX�N>!:..M4».�wMv.Rv....v.....v:...::v�r..vvu..:� .��.�4:..:�. ..nxT.vV x5n'.. . ..vvn �.��. : , . -•.• �:: ..••• ...•Y•wM .•.y<Mn.. ' .. I THE WEST AREA OF MH #5 THRU 8 ` ; ........... ..................... ...............................��----.. ..........................................................--�--�----................................................................ ...........................�.............................................. ..........................�............................ ..................... ...................... 01 255 - 3' F G 80' North from MH #6 P-4 127.8 : 112.4 13.7 115.8 ; 15.7 97.1 90.0% ........... .................... ........................................ .........................................................�------................................................ .............. . ; 02 256 - 4' F G 100' NW from MH #6 " 126.7 ; 113.6 11.5 " " 98.1 " ., ._... . _. _.. _ ...... . .. ._...... . _ . .. _.... _ . ... . .. . __. .... .. .;. ... ...... . .,. _ ..� .. ... . ... ........ . . . 03 257 - 3' F G 30' South from MH #7 " 125 6 � 112.0 12.1 " ; " 96.7 " ........... .............��---... -----.................................. .................................................................................................................................... .......---................�.............................................. ..........................�............................ ..................... ......................, 04 258 - 3' F G 60' North from MH #7 " 126.0 � 113.0 11.5 " ! " 97.6 " ........-�. .................... ........................................ ................................................. ... i �� t .� �� ..... .................................................... , 05 259 F G 80' North from MH #8 " 125.7 108.4 16.0 f 93.6 � ........... ..................... ....................................... .................................................................................................................................... .......................................................................... ..........................:............................. ..................... ......................: 06 260 - 2' F G 40' West from MH #8 " 126 8 ' 111.2 14 0 " i " 96 0 " .. _. . .... . _. _ . . . _.. _ .. _... ... . , _. ... .. ..�.. .. ..... . . . ..._.. ..... . . _ ....... ......... .. _........ _: , ........... .................... ......................................................................................................................................................... ...................... .. � � i � � . . • :. . . .. ........... ..................... ................. .................... ................................................................................................................:. .............. ..........................,.............................................. ...........................,............... ........... ........................................... { ; ........... ..... ......... ............... ........ ........................................ ..... ...... ..... ......... . ..... � : ;,#,,,, .. ... .... . ........ ................. ........ ....... .............. ....... ...... . ....... ...... � � RMS . � ��vla . . , . ,. . . . vinxv: wnv.hawv:•r✓x�sVivi�'v.wxww.x� 'wsw.ucVrJTUL:�tt.u:v.vn•:v��r�w�N�s'f.vW�1r.�:iFx:ti•x..v.w•xriival.vnwxrxh.�'k' • y''�'� �14r>aT��y��//��'(y/(��.wVf�.0.� v.na:ax.V:�:. . . .. ...:4�... . . . • . .xnq(Vwa:�Sx:�urrNhV:w»V:. . . . .sw+wwwo... I��L �. V Iy�.J� ' .. .REMARKS: ...................................................................................................................................................................................................................................................................................................................................................................... ELEV.CODE: FG = Finish Grade...................................................��� .�._...,...•.,��.��____.�.............................................................................................................................................. . .............................................. .... . ....... .............................................. ...........................................................................��....._:.:-...-.............:....::...........:............:..:..:..................................................................................�,�;� .......................................... _ _ ______._ �� DENSRV.FTW�FRM ���NAME: D-TO6B2B 035 R• 08-13-97 T- 08-15-9i f �> REVIEWED BY: ................. .. .s ................................... �d� y� r�crvr�� � AU6 1 9 1997 II, CONSTRUCTION TESTiNG l.ABORATORIES, INC. �SSUED �� _ .�+... �-�'�� 10111 South Tacoma Way, Suite D-7,Tacoma,WA 98499 '=�.�%� Telephone (206) 588-0805 � "B" REPORT Facsimile (206) 588-0928 >:: ��e�� �N���..���N ����� Page 1 �f 1; : Client: M.A. Segale, I�C. Date of Inspection: August 13, 1997 ._....--.......................�---....._... Project: Credar Crest Development Permit No.: N/A P.O. No.: N/A Address: 3rd & Edmonds Avenue, Renton ,Tob No.: N/A Contract No. N/A Contractor: Cli2nt Report No.: 36 Prnject No.: T-0682B ----�______--•--�----------------�---.___..___ __ .._.............�---��--��- ��s;-^ =^�x�:�;<s I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled soils in-place density testing. I pertormed 6 each in-place density tests on fill at the Eastside of MH 5 8� 6 as per attached copy of in-place density test report. Weather����� Fair �P�cor: S.HONG/sg ---�--�---��--�-�..............................._..._.._.....--�---....._...------��----��-----�-----�--........-�-�--� ---�--�-�-�--.....-�--��---.._................................ ....._..--�-----�--�--........_._...__......__.....__..............____---_.........---.._....-�------ FIELD.FTW• FILENAME: F-TO6SZB.O� R-8-1497 T-8-�5-97 Reviewed By: ....... .... ..� .._. __..... ��r AU619 �97 CONS TR UCTION TES TING LABORA TORIES, INC. issvE� ..,�v.w.�,..k.,h.v.,�....�.,A,.�,..,,.....,.,.�,.A�.a.,x..,.......,....,,.�..,�.,,.�...M,v.,Mv.,...�..............,�.............,...,.v.v..w......v..,,......,....v.,,�.,.....,�,...v.�.v..wN...,,�,.Y,....�.v..�M.v..v10911 South Tacoma Way, Suite D-7, Tacoma, WAF98499 ...... ... . , . . . ...... .. ... ...... .. . . ... . ........... .. ... ........... . .... . .. .. . . . .. . . "B'� REPORT Tel. No. (206) 588-0805/Fax No. (206) 588-0928 ,.,., �.,r., .. .. .x .,,. � I1�i-PLACE DFNSI�'� �'EST �PC�RT 3 .x�n�.v.uWT'wlrvwv�\ \Nx.�)::i�. •...ru�TKVh�Vn�n.mvnVAwVNW.wAw.� v.�.....�. H+�V.vSI�'�.vH.n..h.aM. �...::..::::::.v:.v.>.v.�1vNx.�vn•J.vN::n•.•nMV.VNrN)..r.'M�•.V�VH.q.YVNn..v.•T.vrcR:;:i.vNr�xA•.V.•}.V.v.Y•a}f.r..N+Tv.a>:Jn•:VJ:nv.V.vx#NW.v:Y\�.hvnvn•�,T.W»N'wVxH}ii��YMA4n)T)Yi:�M'�ihV>iNX"uv'�.tVtMW%�•T+' c�t,tcrrr: M.A. Segale, Inc. uATI;: August 13th,1997 PAGti: 1 oH 1 ................................................................................................................................................................................... ................................................................................................... ............... ................. rRo,l�cr: Cedar Crest Development PRO,iT(T NO.: T-0682-B RI;PURT NO.: 36 ............................................................................................................................................................................. ................................................................................. ................................... I'TRMI1'NO.:N/A ,10B NO.: N/A .................................................................................................................................................................................. .................................................................................... ................................................. nunRl;ss: 3rd & Edmonds Avenue, Renton corrrknc-r:N/A r.o.lvo.: N/A . .. . c�orv��rtnc�rc�R: Client TTCIINICIAN: S.HONG/fmd .................................................................................................................................................................. ..........................................................................._._....................................._.-----------................. IN-PI.ACE UI;NSITY TE.�'I' MI;I'IIOD:ASTM D-2922 MAXIMIIM DI�,NSiTY'I'r,S'I' Mi?1•i[on:ASTM D-1557 .... . �'�Yv'M'X,'°•"�, i"2'�i#�.�.`3''"nt$9osc�:pt y;�g,rsaaY�'sn 2'°"`.,. . __ ' ..:.!�a`7°'�`y. `""y"`,y�.�....+. ,n •r �twc.�4!"J'�.::Yy.�*Jt':�.. `!xw"`@.'e�x•'l,'3..y,��Mx�n�i, . .� .. : : _, , Y'Y' . . .. . �.. y� ��' *.._. , ��� ... ; . i . .�; � � 1�1 K` �ri' ♦,UIVI" , �'YCLC� Y��'NSt'X' C.A�3 C�J�2.'V� . � '�'��',SX' ;: ' � :�,r.Tx.�.: .. ...��,..�...� C�IV'I' ..x..���..:;».�,�,,...�..., CI:N`I' YyACI' Nn: r�o:, �r,r�nrir�r� .: I �Q��'TIOI`�1 �t��r� � t���. ; �:v;i�r. �fc�isr n�v � c��rl�I�t1M CC�M- �o > , ' rrt�. ; .: w�m t�rz� wz�. ; ���iTt?R �"� I' ' ACY' ��i, < ; , 1)::. .. . � : v�� w�cwowp�s�ppOCM��[a P.�[�v(��weOMMMm���wo�aoowtsw�u��W(OiO.Nn.�.< ♦.!c.N.W.w (VJ�a�:lo.a�vwT'n�xu'�v...i'nv ..a4\.i.nW+s.�+A4R.V.•%�RW+XC�KnVt4. CtV.d'V:��'� R.�.v:o 0..5�.�.NVYf<Vt�*V:VHrNP.HV�N .n::n. �...:... . v...}y...5 .....wn..iF.Vw ww.rtw�� TWMMWNM � . . lCaNw00:1 •...r�.�' NE SIDE OF MH #5 and #6 , � .... ..................... ....................................... .................................................................................................................................... ..........................�.............................................. ..........................�............................ ............................................ 01 265 - 4' F G 80' East of MH #5 P-2 123.7 ! 117.7 5.1 125.0 � 11.2 94.2 90.0% ........................................................................................................................................................ ...................................................................... ...................... ............................................................................. ....................... 02 266 - 5' F G 200' East of MH #5 " 131.0 : 119.2 9.9 " ; " 95.4 " ..... _ _.. __.. .... .. ..... ....... ..... .. .... . .. . .. . .. .... .. ..... ............, .... . ........ _ .......... ....... _ ,. ; ; � � � . . , . • , ....... ..................... ....................................... .................................................................................................................................... . ...................... ...................... ......................- �---...................................... , ..........................t.............._......... .... ..... . � ' . , ......... .................... ......................................................................................................................................................... ..............................................E � t....................... ...................... ...........................�............................. .................... ....................... � ........... ..................... ....................................... ................................................................................................................ ................... ...........................�........................ ...................... ..........................' ........................... ..................... ...................... _ S ._ .. _,.... ._. _. ........ . .........i............ . .._._ . ........ ._.._ _ ....... i E i � ........ .................... ......................................................................................................................................................... .................. .................................................. ..................................................�............................ .................... ....................... i ......... ..................... ....................................... ...... ........................................................................................................ ................... .........................y.............................................. ..........................�............................ .................................... ...... . ► ° ON . O.R . ........ .................... ........................................................................................................................................................ ................:....................... ................... .......... .............................................................................. : E __ _ . __ . _ _ _ ... ._, _. _ � .. . . __ __ _ . . ....� �.�. ��.�:.�.�..:�..r....h..0 x.�.:�...v...w�...�..�.�.�.,�..�.�..�,�..,�:Y�x�.::...�r.:.�.�..�,�..�.9�..�. :�.�.�� �.�.�.�.�,..x.µ�..�x�x� .��,:� REMARKS: , ..................................................................................................................................................................................................................................................................................................................................................................... ELEV.CODE: FG = Finish Grade - .................................................................................................................................................................................................................................................................................................................................................................... ,} ..........................................................................................................................................................�. .................................................................................................................................................... .......................................... DENSITY.FTW�FRM `� .E NAME D-TO6B28 035 R- Q&14-97 T- OB-15�9 �� REVIEWED BY: ....... �, - ' ...................................... Y...•� �ti0d� REPORT AUG 2 21997 CONSTRUCTION TESTING LABORAT4RIES, INC. ISSUED �:w�� 10111 South Tacoma Way, Suite 0-7,Tacoma,WA 98499 �� Telephone (206) 588-0805 Facsimile�,206� 588-0928 , FIEI,D II�SPE�TION R�F�►RT ` ��ge ' � of � _ , , , .m.�.h..A.......�.�.:....Y�...�,...�,.w.�...�.�.:�x.. _ r........:.... � Ciient: M.A. Se�Tale, Inc. Date of Ins ection: August_15th,1997 �,I j __...._.._........�...._.......................................................�-��--��--��--�--�--........_................... P ' Project: Cedar Crest Development Permit No.: N/A , ........................................�--�-�--.................................................................-�--�--�--.....-- -................................_........................ ... .. P.O. No.: N/A ' A�I�Ircxs: 3rd Avenue & Edmands Avenue, Renton Job No.: N/A ' ......................�--�-----.................................-�----.................................-�-�-�---�-�----.._...... _--�--....._....._..---�--..........._................._....... Contract lYo. N/A _....... ..................................................................................�--�--............................ ........................................_ ............. ._ Contractor. Client Report No.: 37 Pro,ject Na.: T-0682 ._.......--•-�--.._..--•----.....-�...........................................�----.................................._... .--•--.._..----• --......................... . ..::.:.:.r::s:v.:::::::r>i-'i.%'v�SBc$�"�r'fw%;�'r�'�34:..4:sxf.aa���8��"io-`..��...�:'. . .' .'."..... .'..'. .".'. .". ... uo$e'w"r•i�a;n�icd'aac'�$cio^r'�:P2�C#;::£i-c"+;�:::�:F::3::'<';�:::i;;:::,.;; � [ arrived on the jobsite to perform special inspection and/or field testing, for tod.iv's scheduled soils in-place density testing. As requested, 9 e�ich in-place density tests were performed on fill at the upper anci lower levels at the west side of manholes, as per attached copy of in-place density tests report. _ :.... P, ��`� AU� 2 6 1997 �°r'tir� . F _ `�_ `� __- �.� _ ;�fr ..................�.�,,.......r ..,,...,.�,.,,,,.., �Veather: FAIR Inxpector: S.HONGifmd _................._._.....................................__.................................................._....... _._._...._ ... ........ __. _ ......................................................................................................................... ' `� FIELD.PTW- FILE NAME: F-TOF)EZ.O37 R-o8-i8-97 . T- 08-20-97 Re�'ie�ve�l B��: . R�F _. _r CONSTR UCTION TESTING LAB T Au� 2 2 �s9-� �RA ORIES, INC. F� �. �. �� � .........................:........v...Nh............�:..,:.�::.:::...:::...._...::::...:::::::::.......�::..::....::::�....:�::.::v:�:.::...::.�.4.:::.:::::::::.�:::::::::::.�::::....::.....::.:...�::::::::::...::::::::::.::::::..v::::::::::.::....:::..�.�.::�:::........A....A..�.v.�.�.�v::::::.v:..v...:::::�K..Av�....v....�..,..:::h�.��......v.K��.h�,....�.::.:.....�:::::::..::.r....v.v....v. 10111 South Tacoma Way, Suite D-7, Tacoma, WA 98499 �5 No (206) 05/ ) 58 - ,. .... .,�, ......-.... ...<.. .::,..N ....<.. ....::. :.,,,,. ....<... :.::.. . .::. :.,. ,�,,,� ,.�. ...� ..� 8 � F 6�8 .,� , w ..., ..,..M ::, e ax o .:> ,� ; , > ` ,: : �.NM����E t?ENSITY T�ST R�PURT �°��; . :.: ; �VaVa.'WXwVTJtA�P1Vla'W��Vt�VJ. +.�.v��...\�T.V.\\W.�J4.�WAV+.� •T�VNM�n1n1n.x).'�.�vvn•A.l.v.:.V.vNJ4\VAVTVPn1MR4 ...n:ti:� .....::..T•riVuiYNA'V1'ry�VTutiW\V\k'V.WS.�v.v}hVhVC4Y�nwYTA�.�N\h�....\l.h..ti.v+htitiHWl:nr .....?.::..J.�:W.V.0.V�lwN.V.vn+..UV+J.J.Y.V.V.4�1:NAMV)iti4VNVV]J.VYY}M'Y»0]JJh1WT..,.\V��V YV»rrTti>i.RV.NVn.Tn� CLIENT: M.A. Segale, Inc: n TE: Au ust 15th 1997 PAGE: 1 oF 1 ....................... ........................................................................................................1�.�1.......... .......g......................�............................................................. ........---.... ................. .. . . PROJECT: C@dal'Ct'@St D@V@IOPOI'1'1@Ilt . ��`�6 � ECT NO.: T-0682 REPORT NO.: 37 . --....... ......... � .. .. ................ �� , ................................................................................. ................................... .- .PEttMIT NO.: N/A �oB No.: N/A . . , ................................................................................ ................................. .. .........................................................,........,............_.. .................................................................................... .. ............ ADDRESS: 3rd & Edmonds Avenue Renton -'`� ��-� � CONTRACT: N/A P.o.H�►.: N/A _._ _ ........ . ., .,.�. ... _....... _. . ... �t�A _.. . _ , _._. ,. .... ...... .... ......... ....... _... . ..... . ....._. ..:....... CONTRACTOR: CII@nt ��.•�'� - TECHNICIAN. S.HONG/fmd ............................................""""'............................................................ti.....�.�r:......................................... ........................................................................................................................................................ IN-PLACE DENSITY TEST METHOD: ASTM D-2922 F MAXIMUM DENSITY TEST METHOD: ASTM L1557(D) ......................................................,:,......................................---................... .............. . . . . -..: �.. . . . .. ' :;.'�"��.:'?7�F.?4-... ' •?3?#....•.. .. .. ;. . .:. . . ...nge�:ac:;�g.,....:ss;sr:a:n:>t�:,.. .,.�:,. w«:s:$!a:>.:.y.._.y.;.- . .,... . . .. .. .. .. ....... .�..�'�.�...��:.:�'��",`��'... ... .... i'�R...�.,.��.�t�:�°�'s�^*�t'+t�'�.c•�+' >:.: ..,.y.���m �� �'�R� �OM < � FIELD DENSITY � � LAB CCJI�VE � � < '1"��' ; , �[,A� ;> -;- - C�l�i'�' �,< � rv..��.. xr ,w,. G�N`�' �'�.��' rro. �vo,I ��.�r���r�rorr LO�A�"�Ol� ' c��v � �,��. ....i �u.�r. �r�►r��r n���ur:'+�r��r�M�um � cnmr� � Qfs �lY0 'W�m I�RY #1 C�' 'W�T�lt°�, YACT � �t�;� , ; ; ; , ' , ,�,.>��:�. <wx.�.,�:�.:,�:,,.�.�.�.�...,; �...N.,v.� ...�..x..'..,v,.�>„�:T,. ...<,..�:, .....: .. ......: ......_'� ,.......: ..x.....:........ .x�.v,�A ,,. �..,....x ,.>.�,s,.Mn>.>. ,..,a.,.Mx�.o.... ,..p,,.,,.�.� ,. . ,,,.,. . . n .o. : . .. .Hi.mr o � . .:....,�...o ,...... . .. UPPER LEVEL OF THE WEST ; ........ .......�-----........ ....................................... .........................................................................._......................................................... ......---..................;.........................................................................,�............................ ............................................ SIDE OF MH #5 thru #9 . . , . .......... .................... . , ........................................ ................................................................................................................ ..............................................:....................... .................................................................................. . , ................... ....................... 01 271 - 5' F G 150'south from north, 40'west from bank P- 4 130.0 : 118.4 9.8 115.8 ' 15.7 100+ 90.0% _ _ ._ ._ .. . . �._...... , . _.. ,...__ . .. .. . .,... ... ...... _ _...._ _ _... . .. . . ....... ,.._.. . . . . ... ... . ......... _ 02 272 - 4' F G 250'south from north, 60'west from bank " 127.8 , 113.0 13.1 " ; " 97.6 " ............ ..................... ....................................... �--.........................................................................----.................................................... ...........................y.............................................. ..........................7............................ ....................- --.................... 03 273 - 3' F G 400'south from north, 80'west from bank " 128.5 ' 115.5 11.3 " � " 99.7 " ..............................................�.....................-- -�-�-�-�--........................................�.................................---.............. ....................... ....................................... ................................................................................................................ : 04 274 " 80' north from south, 10'west from bank " 126.7 � 113.8 11.3 " i " 98.3 " .......... ..................... ....................................... ................................................................................................................ ...........................r , ................... .............................................. ..........................;............................. ............................................ LOWER LEVEL OF THE WEST MH ; ' _._ ... .... .., ... .. _... ... ....... .... . � �. .... _ _.__., .. .... _.�_._... _ _ _ .. 05 275 F G 200' NW from MH # 6 P- 4 125.0 ; 114.8 8.9 115.8 � 15.7 99.1 90.0% ............ ................... ......................................................................................................................................................... ...................................................................... ...................... ..........................:............�--............. ..................... ....................... 06 276. " 50' West from MH #7 " 129.8 � 115.7 12.2 " " 99.9 " �........... ................_... ....................................... .....................'"'..................................................................' .................... .................. ...........................}............"'"'"""'....................... .................:_.....i.......................""" ............................................ 07 277 " 110' SW from MH #8 " 126.8 '•. 113.1 12.1 " ; " 97.7 " .......... .................... ......................................................................................................................................................... ..............................................:....................... ...........................................................................�---...................... ........................ � 08 278 " 60' West from MH #8 " 128.1 � 114.1 12.3 " " 98.5 " _ _ _ __ ... _ _ _ _ �� � �, ,, ,� .. __ �� r 09 279 60 West from��#9 128 0 113 6 10 0 �����MrTh��a� 98.1. ` �. �:..x �,..�,A�.�.�p:M.......�.,.vH.:.....N r.�......>�...h. ,�k ...::...v.. ....�.x.,..�,�..�.. .v,�w,,.,..r.w „�.,.....�.,...Tw,�.�. ,�..�...�„�.,,.:�v REMARKS: .......................................................................... 1 �1\ .................................................................................................................................................................................................................................................................................................................................................................... ... ............................................................................................................................ :................................................................................................................................... ..... ........ �;,i,;: ................................--- ... ................ ... `«-�-; .. DENSITY.FTW/FRM f,��AME� D-T06B2 037 R• OR-16�97 T- OB-19�97 �� REVIEWED BY: ...............�.................................. REPORT AUG 2 51�97 CONSTRUCTIDN TESTING LABORATORIES, INC. ����Fn y�.. II �va;c, 10111 South Tacoma Way, Suite D-7, Tacoma,WA 98499 ' �• Telephone(206) 588-0805 , , , Facsimile 206 588-0928 ; > , ' �I��� ���F������: ��{��.� ;. Fagel 1 ;of : 1 ' Client: M.A. Segale, Inc. Date of Inspection: August 19th,1997 I .............................................�--...---�-�----__.---�----�--�-----........._......._..._....................---. ....._....---..............-�-�--�--._.................. Pro.�ecc: Cedar Crest Development Permit No.: N/A P.O. No.: N/A Address: 3rd Avenue & Edmonds Avenue, Renton Job No.: N/A Contract No. N/A Contractor: Client Report No.: 38 Project No.: T-0682 ._......_...----.._...._...................W�._..._.__._..__.._.------_...__.._._.........__ _.........._._ _....................-�-.. .:��:•: :��::�::;�>:.>k•:t;., I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled soils in-place density testing. As requested, 10 each in-place density tests were performed on fill at the east side MH #5 and # 6, and upper level of the west of MH # 6 thru # 9, as per attached copy of in-place density tests report. .�;,.r �'rf� 'Q�.i �'�'y�► ' n9 , � �> > �?j '�. ' _ �'�.� � Wexther: FAIR Inspector: S.HONG/fmd _........................_._................................................___.............._........_.................... ..................................................._._..... ....................... ........................--�---..............._.........------......-�--�--........_....... . '''I FlELD.PTW- PILE NAME: F-TOF)82.O3S R-0$-2�-9] �['- Q$-22-9j Rev�ewed B�': � AU6 151997 CONSTR UCTIOIV TES TING LA B�RA TORIES, INC. issuE� ...................................................................................................................................................................................................................:.:::::10111�South�Taco'::.::::'Wa�::.:Suite D-7�;.Tacoma'::.WA':::98495 ma y, , , Tel. No. 206 588-0805/Fax No 206 588 092b ,� ( ) ( ) ::::.:::::.,:...::.,....,............ ....... ............. .............. ,. , ,. ..�,r. :. ... ... ... . ....::. :::. .. .::.. ..,... .:.. ,.: . .... :.,:. INMP�A,C� DENSITY 7 C�T REPORT °'`' ....:.::�r�,c.��.::.::: .r...:::..,.x.�...�:... :.::: : .... - .:..:: . ....... : ......::. ......:.: ..x...... .......... ........ ......... ....M�..:. ................. µ ......... ...r..r::. .....�.v. �..........,..�......: CLIENT: M.A. Segale, Inc. �Oq� R�TE August 19th,1997 rACE: 1 oF 2 ........... ..... .... . ......... .... .. .. ... _... .. ...... ...... ... ........... ..... .. ......................... ....................................................... ............... .............. �.... PROJECT: Cedar Crest Developoment ���- PR'6JECT NO.: T-0682 REPORT NO.: 38 ,,. . .. .. ........... ...... `�'► . ...................�.. ....... � ................................................................................. ................................... �PERMIT NO.: N/A JOB NO.: N/A .......................................................................... ........................................... r......._.... .......... .................................................................................... ................................................. AnnREss: 3rd & Edmonds Avenue, Renton �\� "� 1 CONTRACT N/A P.o.N��.: N/A _ _ ... _. ....... .. .... ... ... _ __ . _.. _ _ CONTRACTOR: CII@11t � TECHNICIAN: S.HONG ................................................................................ ...........................�:t�....r.............................................. ........................................................................................................................................................ IN-PLACE DENSITY TEST METNOD: ASTM D-2922 MAXIMUM DENSITY 7'EST METHOD:ASTM D-1557 ...................................................................................................................... .----.......................................... ................................................ .� . . . ... .v..H:::<.r:r:1�:•.:•. ....N. ..L:'3.'v...<ii.�:>..... ..\C4 O'�''J'N.•.'{5+.4:'r:S.;y,?:nS:!S:ffi:�:'l� T...... .. . . . .. ;. .: ., ....r.:...:a>.::.:.?.,+Y,.;f.:.... -:o-.. ..`:`k...,�. ..H.......tK<�................ .. .:� n �..<;: . a� h r>. ..�.. .:•w..'Ya...�f'S>i::i^Y`i�.:,.::;:,>.`•>9�ti�:;2?:;a;;:,:;.:;�:y:t...;;",:• 3 .::.. . .. .. . ���Au'�F""^S`��.#�'+�a:.. ?E :Y..:?�s 6 34 : S`4� 3°� S` �"�.,�'•$`.%9'a��#' :.4:.. : "�. .... ..... '� ` P�K� ' ' ' P��2� �b:M ' FIELD DrN�ITY LAB CURVF' a � T�ST ,> f l..A� �......:. .. .....:. ,..x .<:� .C�i�'X' r .. ,:R <.ti..x..;� ,�.«.<....... . G�N'�' �AC�' ° � 1�/y ��.�v��r�orr LUCA'�'IU� ' �c����.� �,��. ��u.�r � x,��yYC� � n���vr,���rrMun�� �+I�1tx o � NQ. 1'V. , fi v � 1r1VAJ� .; R 4V1`l•• /9 �rvo. � ��°r ��Rs� � � #r�� �wA-r��6�� � rAc�r ��. , ......: .R...x..:: . .�xx:<.. .....,.'�. ......k:.,..w ,....n.; �..,...�.,:�....,�.>��.:�..�,.�: ........: ....�...:'.. ..... .' :,:: .. ' . ......... r.. .... ..... ...... .�>.:.,,..:...v.V....��:: �. > . ; ,;:. . ........:.>.. = EAST SIDE OF MH #5 and #6 f ` ' � ..... ..................... ....................................... .................................................................................................................................... ..........................;.............................................. ..........................�............................ ............................................, 01 280 - 4' F G 120' East from MH #6 P- 4 129.1 : 119.5 8.0 115.8 � 15.7 100+ 90.0% , ....... .................. ......... ........................................................................................................................................... .............. ...................... .................. ................. ...................... ........................ ................ ..................... ; 02 281 " . 100' East from MH #6 " 120.5 ; 108 6 11.0 � " � " 93.8 " ' _ ,. ... _ .. .. .___ . .._.,,,. .... ._. . . . _.., . : _ ... � 03 282 " 200' East from MH #6 " 122.6 ; 111.6 9.9 " ; " 96.4 " ' z ................. .................................... .................................................................................................................................... ..........................:.............................................. ..........................:............................ ............................................ � 04 2s3 " 160' East from MH #5 " 126.7 ` 113.8 11.7 " " 98.3 " ; ....... .................... ......................................................................................................................................................... ..............................................:....................... ..................................................:.................................................. ....................... � 05 284 " 80' East from MH #5 " 127.5 : 114.6 11.3 " " 99.0 " :.. ...... ..................... ....................................... . ........................... ................ ................ .................... .......................................................................... ..........................:.............................................. ..........................,.......... , .. .. ...... � UPPER LEVEL OF THE WEST ; � � , _ _ _ ___ __ _ ; _ _. .. .. .._ .... ... ? .__ _ _ __ _ MH #6 thru MH #9 ' $ : ;_......... ...............__....,....._..............................;................................................................................................................,:..............................................;.......................,.......................�;...........................i.................................................. ....................... z 06 285 - 1' F G 6' West from bank, 100' from south � P-4 � 128.3 ; 114.2 � 12.3 � 115.8 ; 15.7 98.6 90.0% ;_ ..... .................... .........................................................................................................................................................�...................�..........................;..............................................r..........................>............................ ............................................ ` 07 286 - 2' F G �40' West from bank, 150' from south ; " 128.5 � 117.8 � 9.1 < " ; " 100+ " > ..................... .................................. .. .. �.... ' 08 287 " ,60' West from bank, 200' from north � " � ..126.3 112 5 � 12.3 ` " ...... ...." .. 97.1 ' : . ... ......... ...... . . . .. . ....... . . ..,... ..... .... .. . ...... } . . . .. .....y. .. ......... .., ...... .......�... .,...... ....... . ....... ....... .... . ..... .; �� F � � ' �, { V : }' ......................}t.,...... �...•.... . ... ............�. .:::....:....:....�::.......:..::.:::.::.,. ....::::: ::.:v.::.:....::....::::.:::::::.::.:.:::::.:::.:::. ::.:.::.� . :.:: ::«::::...........�.v.. ........,�w�:�...........a.......... ....A..h�k.��:.�.:::.x...... . . ... R . .. . .... .......::::..::.::::.:............................... O.NF . .1�.�.: RE�IARKS: ................................................................................................................................................................................................................................................................................................................................................... ELEV.CODE: F G = Finish Grade ................................................................................................................................................................................................................................................................................................................................................... ' ........................................................................................................_. . ... .. ...............................................................................�.. ............................................ : o.rc�P,n n3R R- 0.�71-'�' T- OF:'� s: . REVIEWED BY: .... ` DENSITV.FTW�FRM FILE NAME: '' ? ,...... ..... �............................... i I ,. ar � . . �� � . AU6 2 51997 CONSTR UCTION TESTING LABORA TORIES, INC. tssuEa .....:.....:.::::::::.::::::.::....A.::::...:::.�:::::...::::::....�:::.::::::...::::.::::::...:::::.::::.::.:�:.�.�::::...:.::�::::.�::.�.�.�:::::::.:::::.:::::::::::::::...::::::.�.v..::::::::....�.�.�.�.�::::::::::.�::.�.:�:::::::::::::::::::::::.�::::::::::::::::::.�:::::.:::::::.:::::..::::...::::::.�.»..:::::r.�.�:::::�.Y::::::.:...::.::::.:::::...:::::,::.:.::::::.v:::.:::::::::::.:::.:::: 10111 South Tacoma Way, Suite D-7, Tacoma, WA 9849! Tel. No. (206) 588-0805/Fax No. (206) 588-092i , ,� .. ..r ...�....... ; ; IN�PLAG� DEN�ITY TEST REPO;RT . ; : � :�s ;; :.. � '��� ...;:!: � .. _ .. _.. . .... .,r:�: .....:!:< ...�...,.;<;K...n.:.:N,�w.w.w�.;ax; ,....:;::� .,,,v;.,;v.w: ....r:::: ...,:�.:::..,... .:��f. ,.......i:�;s,,, ....,..>:�.;...>:,;.:;'.ww,�'wai�a:�wa;awana ..v.,.... .,.,.,,,..,».k:,an.,.N,:;.`�.�.xx�, CLIENT. M.A. Segale, IC1C. , � DATE: August 19th,1997 PAGE. 2 OF 2 ................................................................................................................................................................................... ................................................................................................... ............... ....... PROJECT: Cedar Crest Developoment qc��-�� PR�3�CT NO.: T-0682 REPORT NO.: 38 . ........ ........ .....................:............................ �� ................................................................................. .................................. ........................................................................................................Pv�.7.�.............��ERIVIIT NO.:....N/A......................................................................�oB 1vo.:...................N/A................. AnnREss: 3rd & Edmonds Avenue, Renton cdNTRACT: N/A P.o.N�.: N/A CONTRACTOR: C112C1t . � TECHNICIAN: S.HONG ...............................................................................................................;�\t�a....................................... ...................................................................................................................................................... IN-PLACE DENSITY TEST METIiOD: ASTM D-Z9ZZ � MAXIM1IUM DENSITY'TF.ST METHOD:ASTM D-1557 .......... ...................................... ..:.. .. ................... ...... .... �' � t:: . . . ��. . � ;T;t �..:� - $TM:ii:+�::;:�iii?iii:�:C�i{�'riiii�CL:%:Tn:•:C`:�'�C['... . ....:�i\4+P.NY9. ..y>'�:»a:... . ��T?�R�sQ;'.Qi.._R^.RR�:%:`�..� .:`�y -�..:::>::c�:^c..:x :...�:rs•: ...... . . . . .. . .. .. ...... . <s �'X':`....?'�<...:.... ... ..; .... �. __... ..... ......�9�''�" �:..... `�`�"�:. ..... ...§.. ...... . .. . ........ rlr. � � FIELD DENSITY P�R- � �.AB CUR�� ° ���- C�UM 'TE T�5T ' ' , , i L,At3 � �:.� -. ��lv'�` � ..n�»�.,�M�.x:r> <�,.� CENT ;< �ACT ' ' �L�vA�r�uN LOCAT�Oi�i #cu�v��tr, :r,�s. c�ca.�: �a�Y�vr.; ���rrn��n1 0 NO. Nq > � it3UtS`X',� ,, � CUM� /a ' zNO. � "l'V�'1' nJ1'Y „: � #r C�' WA'7`�R% � > � YAC�' �t�Q :....,�., ... . .....l .............: ......... , . �:,,.�.�,,.....m:�...<n..,r.xA.�x.vn...... ....,,...., ' . > .......... ....... .....,.. . > ,... .. ..A.,. r......... .. ..... ..r . �� .... .. . .. . . ...... ........: ........: . ::.::...:::.::;: .. .............::: . ...........v.:: ;,...,.........: . .;� ... ,..........:...... 09 288 - 2' F G �80' West from bank,.80' from north � P- 4 127.5 : 114.2 11.9 � 115.8 : 15.7 � 98.6 90.0% ........... ..................... ....................................... ................................................................................................................................... ...........................:.............................................. ...........................�.----....................... ........................................... 10 2ss " 100' West from bank, 120' from north " 125.8 � 112.0 12.3 " ; " 96.7 " ..................................................................................................................................................... ..............................................:....................... ..................................................................................................... ...................... : .................. ................................... .................................................................................................. . ..........................a...................... ....................... ....................---...Y............................ ........................................... �........... ..................... ........................................................................................................................................................ � ..........................�. ................ ................... ..............................................:....................... ........................ ............................ .. .. . : ; � . : � ........... ....................................... ........................................... ` ............... ........................ ............... .................. ......................................................................................... ...........................:.............................................. ......... ..?.. .. ... . . . .................... . . f ........ ................. ................................... ............................................................................................................ .............. .........................:.............................................. ...............----........}............................ ........................................... .. ... .. .. .. �... .. .. ..... ................................................................................................................................................. .............. ...................... .................. .................. ...................... ....................... . : � . .. .. ...... . ... .. .. .. ... .. ...�.. .. . �... ............. .. . .... ......... # _ oN ����. �.,:.:.... .. .......... .... . . . ..... ............. : .................. .. ... .;� _ _ ry ...�w..�...........�:.............w..ry.......v...................:..........�.�.�vN.nv...V:.,�..r.�v.......�.......................:.,........ ................:v�.w�....N.H�.�. �..:�.Y....h�..N�:�....�..�.N.N........n�.����:.�:.H......:...�.N�.µ..�����....�.N .xx.A.w.�w� ..«�.. ...w....» REMARKS: ......................................................................................................................................................................................................................................................................................................................................................... . ELEV.CODE: F G = Finish Grade ................................................................................................................................................................................................................................................................................................................................................................... ............................................................................................ .....................................................................................................................................�� ............................. ........ ....... .................. . . .. . �I , ..... pEN51TVFTW�FRId NAME ���1�(1FP B(��F R• n9-?1��- T- OQ il���� `- REVIEWED BY: ....... ......._�. tttr�n i AU6 2 9199T CONSTRUCTION TESTING LABORATORIES, INC. �SSUED �a e`� 10111 South Tacoma Way, S�ite D-7,Tacoma,WA 98499 w.�` � Telephone (206) 588-0805 Foaimile 206 588-0928 ����D ���.7P������' ����� Page; 1 a� :: 1 Client: M.A. Segale, It1c. Date of Inspertion: August 21st,1997 ....----�.......................�--._...........---................................_._.........._.._......_.......---_........... ........_.._---._..............................._...... Project: C@d8f C�eSt DeVelOpR1e11t . Permit No.: N/A .......--�-�---------.._....................._.... . ._ . P.o.No.: N/A A�dre�.: 3rd Avenue & Edmonds Avenue, Renton Job No.: N/A � �� Contract No. N/A ...........-�-�--�....................�--�-�-��----�--......................_........_.....-------._.._._.....__...._.._..... ................-�-----..._...---�---��----......................... Cc►ntractor: Client Report No.: 39 Project No.: T-0682 � _.._......----__.._..--•........_._--••.._..._____..._..�--_••••-•_..__..__W._.._.... _.....__._.... ..................... ..... ,�.:�» I arrived on the jobsite to perform special inspection and/or field testing, for today's scheduled soils in-place density testing. As requested, 10 each in-place density tests on fill at the east area of the MH # 5 and # 6 and upper level of the west of MH # 6 thru # 9, as per attached copy of in-place density tests report. � _ 4 � y4 ` 1 i S�� � Y' �1��� ry � �j� ��"�e���ee���• • !ji' 1+M,�'�- �� �� '�''.r����� „'� . "' � Wcathrr•,�„�,w,..........�„a...,,�..<...,..._�......,.t.wCLOUDY w..�.,�,�.��.�,.,d..,..�,.�.�......t...�...,.,�,M..,.Inspector: S.HONG/fmd • _...........................................................................�--.._.......--�--..............------........._... ......----..._.. ......................_........__ _ ......-�........................................................................................................................ FIELD.FTW- FILE NAME: F-TO6HZ.O39 R-0&22-97 .� . T- OS-26-97 Reviewed By: . .Lr.. .. � . AUG 2 71997 CONSTR UCTIDN TESTING LABORA TORIES, INC. issuE� .............................................::::..........v......�.:::.�::...::::::.:.�:::::::::.:::...:::...:.::..::::::...::.�....�......:::::::.:�:::::::.:::::::.::::::::.::,:::::::::::....::..:.:...:::.:::�:.�:.:�.�::::.�::.�::::::::::::::::.::.::::.::::.:::..vu..�,.�..Nn..mn.......�..:.�:::::.�::...x.�.�..H,..::...N.....�...�....�..��.�.x......,................::...::::.:::.::::::. 10111 Soufh Tacoma Way, Suite D-7, Tacoma, WA 98499 Tel. No. (206) 588-0805/Fax No. (206) 588-0928 .. .... . , ...,.... :,::. ::.,... .,,.:: .,....:. :.::.. ... .... . K ,v �, „ . . . ..,.,. .,r,., :, .. ..A. .......k .,� ,.., ' ; ; ,< '; �N-PLACE DE�IS�TY TEST REP(JRT . * ' °� ' , -� � : ..:......r.�.;4:��.A��..�.a:T.,�.,� - - � � _ v. h K n : ..... . . . 'm�wnvN+�\� w.v\}}�rxrvTnVn���: ♦\t.n»:�a ..w..Nf�n� w..NwN.v W�Vh\�\h\�v\N�Tv��+�� �:.- v:�`wW��.TA�YIA-hNw.�Vr.www�rVWHH�J�%NV�\A n�.tiRv.v .4.�..ti:� .....�..::?.V�'W�'.4��hti�N.. .�. ♦.�...vSv.VJJNvi�VViVNNN\1'Y:1Tl:t�]M.4•:4.V}:tiV)}AVAMvx.v.t:ti. CLIENT: M.A. Segale, If1C. - DATE: August 21 st,1997 PAGE: 1 OF 2 ..............................................................................................................................:.::..::::............................................ ...........................................---..................................................... ...-�---....... ................. PROJECT: Cedar Crest Developoment 1 PROJ CT NO.: T-0682 REPORT NO.: 39 ......... ....... '�...1�.... . . .................................................�-�--------.................... ;� �. �p.�R rro.: N/A �os rro.: .......N/A................. .................................................................... ..... ........... S::..........................., - .................... ..... ......... ...... .. ADDRESS: 3rd & Edmonds Avenue Renton --- �I COPVTRACT: N/A r.o.No N/A � - «... .- . _ . __ _ ..... CONTRACTOR: Client .................................................................... ���9 .. .............:................ TECHNICIAN: S.HONG/fmd ............................................... �. ..................................................................................................................••••......_.......................... IN-PLACE DENSiTY TEST METHOD: ASTM D-2922 �� � MAXIMUM DENSiTY TEST MF,TIIOD:ASTM D-1557 ..........-•-•-�----•...................... .... � .`.. .................................. ........................... . ,.. � ��14d�:�.`S�'S.`'y...�.��2�f<.S'�S'��..'�.�'�. � $..�.�,'�O'?....>`c.:.sowx�v,�+e:n:R :"�::'eri�)3YCr,';Y�<xw�;x�wrp�.�:�.�`�?'h�;�:fK��`i4'�F?�Ftld'S�F�:'5��:<•� " : ! ���� ���� ���� FI�LD D�NSITY I.AB Ci112V� � � TEST ' . �A� ' � ; ; .. ��NT �ENT PACT ,��..�.r.w>: ,�.. �.<...�...�.n-�...,.,� , r�a rrn. ��.����a►rr LOCA'�'IC�I� cu�v� �;�s +c�:�r. . �7�xs�r rin��c�v�r' OP�'�MUht CUIVX� �, � -Na. � 'WF'I' ; I�RY #1 C�'. .WA�'�R% 1'AC'X' �tEQ' s �,�.,,�u .,�,�.�,. .��,�:.,�.�.�,�.,�..�.,�...,.:.,a�a.�N:w,,.r�..aK,,...�.> r,.. v,<. .,..,..:> .... :::. _,::.:.. .:,,:.........., ...,..:: ,..«,:k �...H,....... A.. .n.., ...... < . ..�..�..�. ..�� ��.v�...� ,�.�.�.... „ k . ,.; .v:::. - �K .,w�..��, . THE EAST AREA OF MH # 5 & # 6 � ' , : ; ........ ..................... ....................................... ..............................................................................................................� -.............................................�.............................................. .................................................------. ............................................ 01 290 - 1' F G 60' east from MH #5 P- 2 139.1 ` 126.2 10.2 125.0 ; 11.2 100+ 90.0% ......... .................... ....................................... ................................................................................................................ ..............................................:....................... .................................................�•----�---.......................................... ....._............... 02 291 " 150' east from MH #5 " 137.5 ` 121.5 13.2 " ` " 97.2 " __ _. ... _...._ .... .. ,. _ _ _. . ....._. .. ....... ... . .... .. . .. .. .. ............... _...._..�.��_.. . _ ..... ........ ...... _ _ .. ; . ;.. _. .. 03 292 " 200' NE from MH #5 " 136.0 � 122.7 10.8 " ; " 98.2 " .......... ..................... ....................................... ..........................................................................�-��----.....--�----...................................... ..........................; ....................... ..........................f............................ ....................... 04 293 " 100' east from MH #6 " 134.3 : 125.8 11.0 " � " 100+ " ; ...... ....................... 05 294 " 20' south from MH #6 P- 1 144.3 ? 130.5 10.6 137.2 ' 7.1 95.1 " . . .......... ..................... ....................................... .................................................................................................................................... .......................................................................... ..........................k.........................--- ............................. UPPER LEVEL OF THE WEST SIDE � ....................................................MH # 6thru # 9 ; : ....... .................... ................ ................................................................................ .................... � ................................................. ..................................................................................................... ....................... 06 295 Finish Grade 60' from south, 80' west from bank P- 1 146.3 ! 134.7 8.6 137.2 ! 7.1 98.2 90.0% ........................ ............................................................................................................... ................... ...........................�.............................................. ..........................;............................ ............................................ 07 296 " 150' from south, 30' west from bank P- 2 131.4 ; 117.6 11.7 125.0 � 11.2 94.1 " .......... .................... ......................................................................................................................................................... .................. ...........................:....................... ..................................................:.................................................. ....................... � 08 297 " 200' from south, 20' west from bank " � 134 4 � 120.6 11.4 " : " 96.5 " t � _ __ _._ . : _ .... _ _ _ _ ..:...:.::... w..,:.::.:,:.�., ,..,,.,..,w,..�:NN.�.,,��,,,,,,.� ,�,:..�.:.H...... :...,..,,w...,,..�,..�,�..,,�,�,..,�.....w>:��. ...�..v...�.,xY.��„ .�.x�...w... � � � �..--�--...�.� . ,�,.,�,w..,.�..H .�...�.�A�.,,..�.,��,.�.�„�,.: . � REMARKS: ��� ��� ...................................................................................................................................................................................................................................................................................................................................................................... ELEV.CODE: F G = Finish Grade .......................................................................................................................................................................................................�--�--........................................................................................................................................................ ................................................................................................................................................................�., ..............................................................:.............................................................�.�.� .......-�---............... . ... .. DENSRY.FTWiFRM FI!' � 1E� L�-T(Y82A 039 R- 08-22-97 T- OB-25-9? � REVIEWED BY: ...... '�.., � ,-• - - - � � � AU6 2 71997 CONSTR UCTIQN TESTING LABORA TORIES, INC. �gSUED ......,.,...,.,........,,,,.......v...,�.,....�H.,,.,.,,,v�.Yk.,.�.........�....................................................».....,.,...........................,,........................,,.....N......,...N..nKK...,....�v.........,.......,..•1011�1�South Tacoma Wa...wSuite.. ...Te:.....x....v . .... . . ... . ............................................. ...... .......................... ....................... ..... ... .. , , . ...... ....... . . ..:...,::.. ... ... .,..v.v.,.,.N.,.:.....::�:::::. y, D-7 coma WA 98499 �. Tel. No. (206) 588-0805/Fax No. (206) 588-0928 ....n .,.....,.�,.......�..�..�....rM,..,�.�,.,.,........�. ...,.�, :.... ...,. :..,. ::.. .. �. � ,�j... .,,v,w..,. ` K ..�.�.,�. : �.�T�Pi..�,�E DENSITY TEST R,�Pt��t�' ,;;�'` 4,�y` .: _ ; : r�v.vr� .��:. -..:. �::-. .vw�vwoHwwi»axv.rvrwr;i�v.:.xxu:wvs.r...n.v...,..•::wc.'v2,vrxv" . . . . ... �... :. ... . . . ... . . . . .., x�':w.�,„r•rivx44ivr:i vaan.>.�:�vri�v.•r.vxwv.w�vx.tiaaix w.w i a.v.�.vao>a..,r.�.•i.�:v.tia•> ..a..i:.:::o:;vn�,;.i wa........................ . �d.^'aNi'�'voawiioaiui vwas��v»:vw:iiiriii:.• CLIENT: M.A. Segale, If1C. :.::�. � ATE: August 21st,1997 PAGE: 2 OF 2 .. . ..... ........................................................... . ... .. ... ..., ..... ........................................---................................ .............-- -............ . . ... .... PROJECT: Cedar Crest Developoment : . ���' - ,-'� �"Qf�OJECT NO.: T-0682 REPORT NO.: 39 .............. ..... ........... ....................��.�. .......... ..:. • ................................... ........................................................................................................ ` . • -' PERMIT NO.: N/A JOB NO.: N/A ........... . .................................................................... ................................................. ADDRESS: 3rd & Edmonds Avenue, Renton �" ,,,.�'�, ,.��� CONTRACT: N/A P.o.N�.: N/A ... ._ . ... .... .. _, _.. . ....... _..... _.._..._, ....... .. ........ ....... ..... ... .... ...... .. ...,.. ....... ... __ CONTRACTOR: Client � - TECHNIC[AN: S.HONG/fmd ......................................................................................................................�g...;.........:............................ ...................................................................................................................................................... IN-PLACE DENSITY TEST METHOD: ASTM D-2922 .�ci�� ', MA�CIMUM DGNSITY TEST METHOD:ASTM D-1557 .................................................................. .. . ...... . .. . .... :... .... . .. . .. .... . . : . �:�..... .�?..Y ,.. r� .�:.q.��x .r ... ,..,., ...s,,..,.q.ti:a!3:v�. ,�... ;cr.� :��`k:�..::y;2`2?�:�F:t+k�`.3, i"",f^2 . ..'aa:n:.....C�. . . ..... . . ... ....., .... . .... . ... �.� .:.. '� ..:?Y,'$ � � ,. .... ,. �� ;b..,s� . ' P��2y ` ' ' M�� C M� �T.0 �t'�',S'X' : ' FIELD DENSITY; LA� CC�� ' �,A� ..,�..,.. �..-� .,�..� C�1'V'� ; � ��NT �!�,C�" ��.�vA�xdrr ' ' Lf��AT�C�N; �cv�v ' �.��s. +� �r ` ia���m����rxmuM NU, l�n. M�l►XS'X' Ct1N�� 9!. ' ' ; ' ' f Nb. ! 'UU�m , �71�'Y ' #}C�` WA'��°�, }�ly1 ; ': � > ;. > ; : ! ; , , •,:.::;.�i. . .n..A.d�srna •."wwax,n:o�o:o�-,<,ao�o.....,V.n,.w.a ,.v+..:.,Avo»r.ovwwxwH..xr��::.fAwo->:;x�a�onDoxxn�ooa�vo�e�w»Ri<::•>x• K........�:..., �..:.._. �:....... >�::.....:;w..:.x o.,.........F...w...a4:b..i... ors.. .:.xoxa«a�wicootwv:viyeda✓.Y»or.i«a � wwv»>a o . awo.+.s. ..... . .[`L'�h�� �Q ._: .< N.wa.nu.. w 09 298 Finish Grade 150' from north, 40' from bank � P- 2 141.0 : 126.4 11.6 125.0 � 11.2 100+ 90.0% ....................................................... ...........................f.............................................. ..........................�............................ ............................................ 10 299 " 80' from north, 80' from bank � " 135.4 ; 122.4 10.6 " ! " 98.0 " ........................................................................................................................................................................................................................... .................................................k.................................................. ....................... , , _ __. _ _ _ _. _ _ _. . _ . .._. __.. :._. . ..... .. .... ...... . � .. ....__., _.. ..... : ; . , . ........... ..................... ............... ................. ..........................;.............................................. ..........................�............................ ............................................ , � . . . ' ........... .................... ....................................... ................................................................................................................. � � ....................................................................... ..................................................................................................... ....................... , 1 . . . • . ..... ..................... ....................................... • � .................................................................................................................................... ..........................�.............................................. ..........................A............................ ....................... _ ............ _ _... __.._ . .. _.. .,... . i _ ... ., , .,.. . .......... ..___ .. .. ..... ... ...,., ,..., . .:.: ... . . ,.....,. . ....... .... ......_ .,. ....... .......... . . . . . � � ..........................i.................................................. ....................... i : i ........ ..................... ....................................... .................................................................................................................................... ...........................�.............-•-�---.......................... . .....................F............................ ..... ............................................ i I I .... .................. ..................................... ......................... ....... ......... ..... ......... ....... �....... ........ ....... ....... ........ ......... ....... ....... � ..... ................................ ....................... _... _ , , ; . , � �. N�.x�.�:v�k��....�..��N.. _ �.���.x�....:.. x,�NF RMS� � n . ... . MN.x�wV.v:Vi.�.wv.q0.W:tx•Tv.w.�w..Y.w.aift.NN'NaI:v:V.w�.Y.w.Yai'.V:VNCVY]VY.•YNNW�W' i.VFlIY.VNIYYWNMNITIaFf.w.V:w.�.�.ru.�w:�•..��T.�. 'I}VVR. REMARKS: ...................................................................................................................................................................................................................................................................................................................................................................... ELEV.CODE: F G = Finish Grade . , ................................................................................................................................................................................................................................................................................................... ........................................................... .........................................................^..................................................................................................;............................................................................................................................. .... . .._........................ ................... . . , ` �. . DENSITY.FTW�FRM FlL E: D-T05B2B 039 R• OB��2-E+? T- 09-.'.S-�� \� �' REVIEWED BY: ... .. ......... ... � � .. ................... RE. .,.�T �._.��.�1��'�� ����t��.�I�',��i��.�.�1� i�����,��Y r,��I��� _�..��..����'.�� '� J����,���.�;��►'� ����. J U N 0 21998 � ~ 109 91 Soulh Tacorna Way, Sui����ma, WA 98499 Tel. No (206) 588-0805/Fax No (206) 588-0928 _ _ _ __ _ . _ _ _ _ _ .. _ _ __ _ _ .__ __ _ _ _ ......._. _.........._ _ ___ __ ..... ._ . ........_ _ _._...._._ __ ..... _ _ ___ __ _ __..._.. ......._. _ _.. _ _.............. __ A( : ::'':>�.:::>::::: , �:'�M'*����� ;::: ., _. _ ; ,, " ,: ::: :.:.::..::: ..:......................:.:.... ::::::::::..:..:: :.:.::::„.; ;;::.�..........:........ .:.....:.:........ ::..:::.. ... ,.. .:::::::... . •o:•o->:.:�;:•::.>:.»>:<.>;:c,••:>::<;�:•r,.:>;;;.r:•;:.;:.;:.:.;:o-::.r;:;::::o-:.:.:.�::::::. :,:: c�a,��,t�'1': MAS Resources, Inc. i�n'►'x� c3��I�v���t;c"�'tc�N;: May 29th,1998 1�A�1�;' 1 U�< ; 2 ���tp��t��r, ' Cedar Crest ��r�c�,���,r�rt�rv«.: T-0682 ;�t�r,��t��`��tn::; 41 rr���znr����,Y.: N/A Yr�ti#:;; N/A nnn��s: 3rd & Edmonds Avenue, Renton c�ca�rer��c� �: N/A 1� t� ,�: N/A t�(>>v'�'���1'c3��: Ciient �rrc:llN1("IAN:` S.HONG/fmd _____ _ __ __ IN IE�IC,��CXs M�I.N�t�l'X�'x��'�'�ML'1'ttc�l>: � ASTM D-2922 1�f�1�;t��t�t;�� i�z��':�+X'!�3'�t�l�;�+�1'�Afl�:l�lt��l�:� �� ASTM D-1557(D) 1�l t�,. ' x'I R . t'OA7. X,n�t I��CL� DT�NS�'�`X GtS.B �LJR.VE< r���n m��r �t.�N c Z'IsN'[' PA('T ���. ;�n. c����.vn�x��ca� �C�C�.`,I,I()� 'r►�tvr; Y,r;�. r.�r. n�c�i��1. '; x�xtv o��t t�tY;ri� ,t�t���. ' �u ;, �to �v�.x ' ��t� �t�t�...: `; �c�c�': ��v�'X'�.�'�� rncYr : �z�,t�:; , STORM LINE ON EDMOND AVENUE __. ..... ..... ___ .... ................... ..... .. ..... . .... . ...................... .................. ................. ...... ........ ........ .................. .......................... ........... ...._........ ..................... ..... . ......... 01 300 Subgrade 15' west from CB#4 P- 1 136.6 130.5 4.7 137.2 7.1 95.1 95.0% 02 301 " 20' south from CB#5 " 144.45 133.5 8.2 " " 97.3 " 03 302 " 30' north from CB#3 " 138.7 130.6 6.2 " " 95.2 " 04 303 " 75' north from CB#2 " 138.4 131.4 5.3 " " 95.8 " .................. .. ........ ............................................................................................ .... .................. .................................................. ...................... ............................................................................ ...................... 05 304 " 10' east from CB#6 " 136.0 130.0 4.6 " " 94.8 * " ............... ....................................... .................................................................................................................................. ......................................................................... ......................... ............................ ........................................... WATER LINE ON EDMOND AVENUE ..................._ .... ....................................................................................................... .................................................................... ...................... ............................................................................. ...... ............ 06 305 Subgrade Station 37+00 P- 1 138.4 131.1 5.9 137.2 7.1 95.6 95.0% _. 07. _. 306... � " Station 35+00 _ ,, 145 0 _ 133.9 8 3 _ _ ,, ,,. _ 97 6 „ 08 307 " Station 33+00 " 143.3 132.4 8.2 " " 96.5 " _ __ ..... . ......... ............. . _ ................................................................................. ................ .................. ........................... ........................... ...................................................................... .................... 09 308 - 2' SG Station 31+00 " 139.8 131.0 6.7 ' " " 95.5 " . _ _ tt i;l�[;'�lt KS: ELEV.CODE: SG = Subgrade eFi+siTrrT�vFaiaNFr FILE:ic:',� OG82.den !(a:`�) 0682041.den f3 - 06-01-9E3 T - 06-01-98 Ill':\'ll':11'1•;U IS1':__.. -_�_-_...--__-----___-.-__- �. �,�1�'�� E ���� �.J ,l L C�'.11� I�.�.'�'�'�1 l�'�J(., �.�1 I3�1� .��C)1�'IE,�', 1 N��• nC�O� � JUN 2 �,9, R ; 10111 Soulh Tacoma Way, Suile Q��•f��pc{t�, WA 98499 T�l No (706) 588-0805/� 3x I�1�CI'��6) 5fr8-09?8 ��'`������'� ������ ��,�•�7 1 ����� 1 � � �� c:Lii�,rv��:� MAS Resources, Inc. u,t-��1: ��r t:���a�[.���rtc�N:� May 29th,1998 t��ct..�� 2 t>I<����� 2 r�i«.�[;c�r: Cedar Crest �����.���,c��r Nt�.; T-0682 ��r����x� �c>.; 41 ��1�K�[Y��Y�:: N/A .rc����:: N�A ;1»t�R�:sti: 3rd & Edmonds Avenue, Renton cc»t�ii�c�i��: N/A t>.c3. �: N/A c���r���c"r(»t: Client '[�1>c.�rrf�c'I�N: S.HONG/fmd tN�I�X,Ac'T��r�1�NSl�I'a'�rt,��t' f�it;'1�1tc�[):� ASTM D-2922 hiAX�n�it�A� DX.NSII"i'Y� 1'L;;�l' �11.I�tic�1):� ASTM D-1557(D) � � � Pl:x.. � 1'I:R, �� COhf- F�CI�D DC1�IS�' T�Ai3 Gt3It�'C rrrn �rt�s�r T.�� C`1:N'1 ('i�,N'I I'�("I' :��>. r,�,. l;x,t;�n��'t�N T��C�,T�C�N .:�l�,v� �,�s� c��1. ' ��rtv c�rrtn�x,nY , >; > _, n��ys'r. _ c:c>nt. �� ,'. i: ;; ; 1�1C) > �.l 1�i2Y '4'4''1'. �VA'1'I:R 7r P�t , > 11RH; 'T RF;(�. 10 309 Subgrade Station 29+00 P- 1 141.6 131.9 7.4 137.2 7.1 96.1 95.0% _ __ _ . .... _. .. ..... __. __. .............. .... .......... ....... ............. . .. . __.__ 11 310 - 1' SG Station 27+00 " 139.3 130.9 6.4 " " 95.4 " ...... . . ... .... 12 311 Subgrade Station 24+00 " 140.8 132.1 6.6 " " 96.3 " _ _ _ .... _ _ ..........� .. _ _ _ ___ _... _ _ ..... . ................. ....... ... ............. .... . ............................. .......... . ..... ...... ..... ____...... __ _ __ __ _ _ �a�s NOT c�F�i rir.nr,��ih�. ELEV.CODE: SG = Subgrade � f1FH51T�f7�yF?�1RFP FII_E:�c:'�� 0682.den � fa.^�) 0687_041b.den H - OG-01-98 T - 06-01-3£3 IZI�:�'ll':\1�1';I) li1'.-.___-..-.--.__ -.-__---.----._.—___ ncr vt-t t �@OC�"iC�1�i�a''S 0 C T 3 0 �gg CONST��YC�'�C�� TESTING LABORATORIES, INC. �SSUED , t: --�. Q _________L_1___ �f. f=]_______ _ 10111 Sovth Tocoma Way,Suite D-7,Tacoma,WA 98499 ile --_._ --- _ .. .-.--- ------- Telephone (253)588-0805 Fauimile ���������������� ������ K� .� � �� �X� 1 .�� �e � 1 _ ; .. : .:_>. �*�: : �...:.. <'�«�c: M.A. Segale,rinc. ������'���r���: Oct. 27th,1998 pr������:, Cedar Crest Development �em;c�Q:: , N/A _ P E�; I�o.:' N/A <Address 3rd & Edmond Avenue, Renton ,��Na� :: N/A �`.�►�t��ti'Na:: N/A ,, . . . ; '�'����r.��.��- Client .R 'rc��_;: 45 '�c�.��:: T-0682 I arrivd on the jobsite to. perfo�m special inspection and field testing for A.C. > in-place density testing. Inspection and testing performed as follows: ;. Contractor placed approximately 600 tons of Class "A/B" A.C. for wear course - left > ' and right lanes (stations 23+50 to 36+50). I checkech initial rolling pattern and provided numerous in-place density tests ` (using Troxler 3430), as per attached copy of in-place density tests report. � . • � ., � OVERCAST ��s�r: JHROSS/fmd � Re•iewca �i'ea ther: � F3p: �'�J , .._ « . :::;:•.:::. REtO.FTWtl3�YaRHP> �' 'i << 0682. a: 068 045 . <`�R.:> 10-27-98 '�`-; 10-28-5 '. ::::: : :>: N/ �: : . REPORT �il 0 C T 3 0 1998 !� CONSTRUCTION TESTING LABORATORIES, INC. �SSUED '�,, ���,c 10111 South Tacoma Woy, Suite D-7,Tacoma,WA 98499 �, ��`� Telepho�e ,(253)588-0805 a �?-� [ y �'T S` {}� F^���m��A �253)588-0928 l `�V��4Iii li.�c-,�F.I�����.R ���.4.i�.[������ �,���:�� T.� . '.: :: : �. ;, �.i J .?� A �,a \4 A \\ d ' . .:.::;y. . . . . �;� � ' . o-;;y::laci ASP����`;������'`�.���'�._ Y�»���� �� >: , _: 4�; � . ���_. ��; 1 �-o�: 1 " I � � ctK�f: M.A.Segale, Inc. Dat�fl�'1[�s�c���,; ; wOct. 27th,1998 ' ��F►y�.�:: Cedar Crest Development Pcrmit�v. N/A �`aa�rncc�Fc, N/A a��tr�: 3rd & Edmond Street, Renton >.�ot��r�.� N/A �� ��.: N/A Gv�tcacco-r: Client �e e�Ko;' 45 Pra�ect�o� T-0682 I DYNAPAC CAT. CAT. 3 TON �T T�ICI��LSS. A,C TEl�ik'. ; �i �a���; CG501 10 TON FINISH NlA 2" 290°F I 13 TON DDV DDV ROLLER '��S�'I«�.CE�#>;; ;AIR T�I�tP. ` I ; _ 600 __ 55°F � �,�5��� ; 4 VIB. 3 VIB. FINISH N/A �fl��T[D�i S�?�f�'LED !, 1 STATIC 2 STATIC ONLY ' :�SAT.FE�IP 290"F 225°F 180"F R,�.�GE ' 225°F 195°F TO FINISH NlA NONE �I �[�n�rczt��rrs�r'��s'����u.. ASTM D-2041 �.a.x�U�ta��s��: 153.5 p�t-' �uc�Ea�t�Et��o�����R�o:: '=:�TROXLER 3430 CE3�.��tc3N�F�c�vR: -0- pct'. _ _ ITEh4 . TES€ ��..E1���1Q� ' ; �t 1NE"i" , CORR. °fo , � � LC�G1�T�{�� (+�0. h10. ' '' , ;: . DENSlT`� �E�tSI�Y GdMA_ I STATIONS 23+50 TO 36+50 - LEFT LANE Q1 23 Wear Course Station 24+50 142.0 -0- 92.5 ................. ....�--��----��-----..................----.........------.._.. ------------�.__._._._.....-------------._.__..._...--�-�------�---�---..___....__-------.... ................-----_. ...---.......... - .............. . � 02 24 " Station 26+50 141.3 -0- 92.0 , ...........................�- -----�--............-�-�-�--�---....... _...._......_...--�-�-----�-�--.__-------�-�--._.........---..___................-----.._..........----.._....... ......._.........--�---. ..-�---............... .......... 03 25 " Station 28+00 142.5 -0- 92.8 , ..............�- -�---.........._............-�-------�--.._.................... ...__.__..._.._._�--_ -------_.___.__._._.__-----..__......_._.____...__.._._._..._._ -----...._...........-- --�--..._...--�--��� .............__ , 04 26 " Station 30+00 141.9 -0- 92.4 I _.._. _ __ ..,_._ ..��. ___,.__._�._ �.._._._�.__�. _�_. ____.___�.__._. _..__ _ ..__.__._.�._.___.._ . __ �..._____ _. _ _ _ , 05 27 � " Station 34+00 141.8 -0- 92.4 � STATIONS 23+50 TO 36+50 - RIGHT LANE ...... ......_......................._.---��----....--��---........ .--�----��--------............------._......_.....---.........-�--.......-�-----�-��--�---�--��----�---..............-�---. ...--�--�--............. _..........._....._ .. ._ 06 28 Wear Course Station 35+00 140.9 -0- 91.8 .............. .......... ......,..._.�........................ .................---.._.._......_.........._..__. . ................�----�----------..................--�--...--�•---�-----�--� --.....--�---........--� -�--.................. .. 07 29 " Station 32+50 142.6 -0- 92.9 . _ _ __ .., _ __.�.._�_._.._, ...__.__._____ __.�� 08 30 " Station 30+00 142.2 -0- 92.6 -�.............. ...............�---............ ...--�--�--��--------�--�---- --�---------------__--._________-.___------...._..... 09 31 " Station 28+25 143.9 -0- 93.7 ......_.._.._.__._... ........... ..... .............. .....�------....----........._..._.......... ---� 10 32 " Station 25+00 142.6 -0- 92.9 _ ::>:::<;:;<:::::.;,;;,,;;;,;;,;:.;::: �tE:c��r�t�n °f.ct�t��.+�et�N. 9'f.0% of Rice � � > R <��c�€'b�: J m [tEP�L�4R�S: FILE:(c:� 0682 nuc/Ia:1) 0682045.�uc � 10-27-98 �` � 10-28-98 : , ,. .; ; � $�E�i'�I�B Y: x�cc�e,sRw�r�vv�a�p ;.: '. ... �iP�,F/F�.!�16.: .::: N/A ;.;; : . s GEOENGINEERS FIELD NOTES ' GeoEngineers Inc. FIELD REPORT File No. 1101 Fawcett Ave., Suite 200 ��� � � � g Tacoma, WA 98402 Project: Date: //I/9.7 Tel: (206) 383-4940 Y Fax: (206) 383-4923 Owner: Report No. � ,S �. vs.�.o �+'Y'-- Prepared by: � , r L ation: � �a Arrivai Time: Page:/ ��f of Purpose of Visit: � Weather: Depart.Time: Permit No. �t15 ra,v �.�i . B✓�• R.+�- Y7I /51T1�15 /U P O�tJ O,�/ Gv.v �' �r�c2�' s n�,�1 � 5 5 T. �< .�� SUinm��r �. o ��r.✓4�P� r /�tI �u,�l 11r�' r rr U� . aur- � S ��' v 1 v�� �7+°�.f O IO,� �,P� ��/ i �, - �3 v - �s ��11 / /5 �� �irJ � ,� v� � � �,� r�r�r-I�� �v� % o.w� � N r 3 /tJ P� , This repoA presents opinions formed as a resutt of our observation of adivilies relating to geotechnical engineering. We rely on the corrtractor to comply h ihe plansand specifications throughoul the duration of the project i�espedive of ihe presence of our representative.Our work dces not include supervision ireclion of th ua ork of 1he contrador,his employees or agents.Our firtn will no[be respons�le for job or sile safety on this projed. � 4ttachments: Distribution: ���_�lt7�k� Signed: "`'"� c,r�ofr�NT� ' GeoEngineers Inc. FIELD REPORT File No. 1101 Fawcett Ave., Suite 200 / —Go q Tacoma, WA 98402 Project: a✓ n� Date: x 9 7 Tei: (206) 383-4940 � Fax: (206) 383-4923 Owners{! � � �vs J��r� Report No. 2 Prepared by: Locat' n: Arrival Time: Page: �nJ lU•u (�G�-j I of � Purpose of Visit: Weatherr d Depart.Time: Permit No. �oo . � . l�C -- � ,r�� �'�"(!�f-17T1c�l �lJltfr�� , �'' r y T7 1< � �l�� rmiOL�r `'�j uo 5 CX" U � G`t.�P�' � O 'h -To z�� ,t�� /� Pd �CDo ? �✓< r `�i �o�v.tJ �c�'. � re � `.?� � �ir �r ����,� _ o � r � l7� � � r a � G�'�� �7P G� lcul— i � This repoA preseMs opinioru formed as a resutl of our observation of adivities relating to geotechnical engineering. Wa rely on the c�trador to comply ' plans and specifications tMoughout the duration of the project inespedive of the presence of our representative.Our work does not include supervision or reClion of the aa t of the contraclor,his empbyees w ageMs.Our firm will not be responsible for job or site safety on this projea. �' ittachments: Distribution: Signed: - ����'� ' i �PNZT�r-� / GeoEngineers Inc. FIELD REPORT File No. _ r �.• ,l 1101 Fawcett Ave., Suite 200 ''��� Tacoma, WA 98402 Project;�"� J � ' � Date: �� 7 Tel: (206) 383-4940 C Y cl��' '�•- " ` ' � Fax: (206) 383-4923 Owner: � Repo N 3 �� �: � Prepared by: ;` ° 1 Location• `` � ` � Arrival Time: Page: � , nl!'O�,J.� � of Purpose of Visit: � . � :;; 1 . Weafher. ` r'' ' ` ` Depart.Time: Permit No. t:, f F i � �'�f . �'�`r;.r j er�. .. . :fsj �� . UN/� t S n-r� S/7 !J h 5�� , c��•�.K r r��v ��i 5 b�r� � : a rt,� ur /7.5 .0 No�✓ �r�,� � ,✓�l `�i . f � l l-� �V� G��/l/ C�i� ,✓ �r � � - � s. " �r ' : l� . ��r° � z- - . 4:s,e ':' /I! "/' '� ,-;�t��' ,!�(J�rr'� !-vr''�-f ' ,� ; - t �_ ,`.• ,�' (� GN C�P �C�c�1 c- <� � l�iY`i £'� � � ��JC!'J v�i �rr �,, <7�i G r l5 i � t' �° l l �7�� �y - � � r� - �v �� r �d This repoA presents opinions formed as a resuM of our observation of aclivdies relating to geotechnical en9ineering. We rely on e coMrador to corp�5ly with the plans and specifications ' throughout the duration of the projed irrespedive of the presence of our representative.Our work does not include s�ervis' ot direclion of th �tual work of the contrador,his empbyees or agents.Our firm will not be responsible for job or sAe safety on this project. �ttachments: Distribution: Signed: '' •�--�- � �f�� �, ���� L� File No. GeoEngineers Inc. FIELD REPORT a � �� 1101 Fawcett Ave., Suite 200 Tacoma, WA 98402 Project;/�� �r � Date: rJ,- y7 Tel: (206) 383-4940 t-- Fax: (206) 383-4923 Owner: �� � r� Report No. r Prepared by: Location• Arrival Time: Page: r�'�l`r�"� l of � Purpose of Visit: Weather: Depart.Time: Permit No. , /��� h�s �c.�n,� � � �� r�i P.��l ��' sirr �`�i � � uP � r��.v ,�c� � so�/ � � �� � � ,Ns� /N v �� !/� �� i.� l2� ��.� .tJd .S'Om� ��� �ti� Gv�� S�l"n rS �� ...v o��, ag 5i d� � � c�.� - � ���-' _5 n/ ew�.� S n/U �. i� � �� �- ;� r � . '', ` I � � d h�� h��.� r y ' s� I %v 5 7yI'�r°- �ur Si Nr �7� �/r7 L�P!' This repoA presents opinions fortned as a resutt af our observation of adivities relating to geotechnical engineering. We rely on r�ontractor to comply wdh the plans and specifications ihroughout the duration of the project irrespedive of the presence of our representative.Our worlc does not include supervision o didedion ot the I rk of the contrador,his employees or age�ts.Our firtn will not be responsible for job or sAe safety on ihis projed. � �ttachments: Distribution: �'P,f� Signed: -s�-- ��n�c� ��,r�� � / GeoEn�ineers Inc. FIELD REPORT File No. 1101 Fawrett Ave., Suite 200 � —�) Tacoma, Vt(A 98402 Projec��� � Date: /� 7 Tel: (206) 3$�-4940 Fax: (206) 383=4923 Owner. /� Report No. � Prepared by: --�-= Locatio Arrivai Time: Page• �'�. G'� / of � Purpose of isit: . Weather: Depart.Time: Permit No. S/t�'/11�'� — i�ca�t �- l�Pcv'' rm Sv�/,�• � ���� �( • � � ��� � �j/ �� i !1r /lyGxJ. ` �/ !i e m G�v 7 ' 771 L1� /. SA 5 i r '� ubS�r ae �__.. -.O Y . D�v Q iP !'1�l 5 C��,�°.cJ /•(�5Z` ' �7. . • Ut.vi � � �t1!'�t ? 1P OS /9 n�< :1 f'rJ !`�i-e- t /�.%�--' ` �L � �� Y1V/�✓ ` / � < ' �a<i l� �-� •L 7� �'r'e- �i'��,� �'�/�� o�' lk��d (�ir�v5e -��L 7�� ti,qti ' t-tY- � P ��i � 5� v � ;� - o�� g INti S urti P 7'C t' � I' ,�s ��n S . P r This report prese�ts opinions formed as a resuM of our observation of activities relating to geotechnical engineering. Wa rely o e contractor t y with the plans and specifications throughout the duration of the project inespedive ot the presence of our representative.Our work does not nclude supervis diredion of I work of the corrtraclor,his employees or I i ageMs.Our frm will not be responsible tor job or site safety on this projed. tachments: ��stribution: Signed: / j � GeoEngineers Inc. FIELD REPORT File No. 1101 Fawcett Ave., Suite 200 �� Tacoma, WA 98402 Project: ,J Date: Z � Tel: (206) 383-4940 �� Fax: (206) 383-4923 Owner: ` Report No. � Prepared by: Location: Arrival Time: Page: , of Purpose of Visit: Weather: Depart.Time: Permit No. r h�,�< ,�, . ' � � . � . . �/� -r nl r Ja �.� �nJ � v This report preseMs opinions formed as a result of our observation of adivilies relating to geotednical engineering. We rely on tt�e contrac[or to comply with the plans and spec'rfications througtaul the duration of the projed irrespective of the presence of our representative.Our wortc does not include supervisiai or d �y on ot th work of the contrador,his empbyees or ageMs.Our firtn will not be resporuible for job or sile safety on this project. `tachments: Uistribution: Signed: GeoEngineers Inc. FIELD REPORT File No. 1101 Fawcett Ave., Suite 200 � �G � Tacoma, WA 98402 Project: �� Date: . y �7 ' Tel: (206) 383-4940 , Fax: (206) 383-4923 Owner: Report No. l � Prepared by: Locati � Arrival Time: Page% of Purpose of Visit: Weather: Depart.Time: Permit No. � /(/ 1N • � ' � � � / � This repoA presents opinions fortned as a resuR ot our observation of adivities relating to geotechnical engineering. We rey on the coMrador ro comply with the plans and specifications tlxoughoul the duration of the projed irrespective of the presence ot our representative.Our work does not indude supervision or diredion ot the aclual work of the contractor,his employees or ageMs.Our firtn will not be responsible lor job or site safety on this project. tachments: vistribution: Signed: GeoEngineers Inc. FIELD REPORT File No. 1101 Fawcett Ave., Suite 200 / "CO � T a c o m a, W A 9 8 4 0 2 Project: /�r n t� Date: Tel: (206) 383-4940 �� �� Fax: (206) 383-4923 Owner. �� /' Report No. ' L,L Prepared by: LocaY n: Arrival Time: Page: O of Purpose of Visit: Weather: Depart.Time: Permit No. . trr " � � !��w a rl'•tJ 7f.1J Cl� D'1� � �iv. � -P � S-� /� • This repoA preseMs opinions formed as a resufl of our observation of adivRies relating to geotechnical engineering. We rely on ntractor to comply with the plans and specificatioru throughoM tlie duralion of the projecl irrespedive ot the presence of our representative.Our worlc does not include supervision r �reclion o� ual vrork of the contractor,h�s employees or age�ts.Our firtn will nW be responsible fw job or site safety on this projeq. :tachments: distribution: Signed: u:1G��, GeoEngineers Inc. FIELD REPORT File No. 1101 Fawcett Ave., Suite 200 � � _��� Tacoma, WA 98402 Project:� r � Date:G /0 9� Tel: (206) 383-4940 Fax: (206) 383-4923 Owner. sf �� Report No. � Prepare Location• y��� Arrival Time: Page: / of Purpose of Visit: Weather: Depart.Time: Permit No. ✓ tic%� � G' �! r v3 r /V /� �/�v�� r0 S , ! � ��1x� D 5 �1~0� This report preseMs opinions fortned as a resuM of our observation of aciivities relating to geotechnical engineering. We rely a e contrad r to comply with the plans and specifications fhrotghaR the duration of the projed irrespedive of the presence of our representative.Our work does not indude supervisio q direction f the aclual worlc of the coMractor,his employees or ageMs.Our firtn will not be responsible for job or site safery on this projecl. ;tachments: � Uistribution: Signed: -