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HomeMy WebLinkAboutKoechlein - Reports of Construction Activity .i � 9 . ��CHLEIN CONSULTII�IG ENGINEERS, I1vC. , _:�. iz�a w.��way,sw� i is r L�kewood,Colocado gp�g � � , (303�89-1223 . � �i Report of Construction Activities � � Job No. OG�- �'`t-'. Date: � � �� - .;��,r, � s�t: i d�/ - Pro' : //��,`/s f�h.;f c�r�o r� . Weather Conditions and Temperature: Sunny Cloud Y Rain Snow _ 1`e�;Ss-� . Cons�on ActivitiesJObservations: � IG:! �,->� � . . • . :. ' ' 1"c:_,y,�sf.� 1,f �G`� _ ..*!�- ,� � �s:'t�� i" �sv k r �— � � � -�.53��j:c�,r�. . , . J� t.� . , � - �" - � ,�`� ... 5:� ;: . . , � f�:�: ,-��;�� -�t�. � , ��dl$"'�tx� ���;�i`�}���+a Y�" �'- � / �c.�'.f J� �'�i��� h� 7�tt,�1,� �' �`' ���, � ` g r'J�"/'� r'fi���'� fG;� 1" .,,i�f�j°' S � $, �... �, '�`�" �7�-� f'� � 71 �t''�'��f' 3� +� ��. �t���.���1�� is..��������,�d� '� � t'� �� �J � � : ;. . , a ; ��;; ` „ ! , :�' � � . � � � � ��`��' - {.�'.�'' r� r �s���,�. �� ,.�'��.,T"i t"`��' � ...��,,. ,..��,.,,_ y � z � { �'=� _ . -��oi"'"�r�e� s.:'>7 ���.�.. �,.� ���.� � `' � ��� , ...,� _��. � .,>�.. . � S.c/f' r �E�l� c �f�, ,��,�.:���e�e� s���. ofs� �� s�d, � � �'° �' r��-� h�c� t '� r��TY� r�1`, � � ,,:�► ��_� �- T� .�� `�J�G� � ,� .� . �z +���,��.L-�' wt� �.�, � �^�Q w�s ��'t�.:��fr � . t�> h ' '� t,�: i� ,��'>�a ;� . 7h� ��rd'�,��f'J_� /�� `,4 � � _;s �1r���.�,�', �.j��r� ���.�,�, �''4;�;� � (/i�.J�`t'"i'�! 7�� � " l r � '� 's1'�� . �_(E :t�•+:Fi���a/- yfG. '+ � j� / � 1 �z�,� £`��� �'�j 6 . �p , ' :-. � ! d�i /'�� ;�t �r. x �d� •I:.�F" / ��( � . .f ��C� "` }; �g' �f. f � : � ��'?-�_� a:..,� r'aL�'�.���=7�1�'(},�� ��� ��`� / . . �c- ''�r'" �ff r��'�17. �,;-� . T C� �7�s v7tj� � .�.:`d C.1[2�'C , Verbal Communication: - � � �, r �.: »�£,�-f. t / ;%, Field Observer Re . -. ��nR��;�.r�a�.,��ra„r��su tative�� i ature and Com Na�e 59'd�g um«w�ee o�r oesakr ia noe . P�. wc n..�e eeiea on me. m - ap�ioac oa w�h�r�6e Sn aieea `�'m8�. Tau ae aede of the SY c�oly as be�ereQ � ��°O°�vcdt'at aad moiatme Fo�he �. � ]�8�- 'Peat dm a�e not the aole bass far '7ies torm is far pitlimi�ry use only. KaechFein Consu�n8 F�gi�as,1nc..teserva infa�n ooruained in tl�i.s forn is not conclesive wnil ieviev�ed and �ama�d ust iesuhs upon ieview by a Profe.csional En�aa. 71+e aPProved in a finsl testod and shall na be eepoduoed,excepc in f�1.withoat wci�o approvai of Koechlein Cousu�;bY�P�fessional Engineer. 71ris report only relates'w the items n8 En�tras.&�c. o ,..,n. ,. � � �, � �4,�+ _�.�.��, .r..__ �_ ; � � , . :_ «o��-�r�.-.....�.,-�.>„�.�,r.x�..r..�.,.,_,�.._� _:.... ;T . ,.... Koechlein Consulting Engineers,Inc. Job No.Q(�}-o s c.: � ; 12364 W.Al�a P a c.k w a y,S u i t e 1 1 5 Date �-�3c>� .����,� = Sheet � ,I Lakewood,Colorado 80228 / of/ " �';{ ,� � (303)989-1223 L{��'��1 b jeCt: F111 ObSeI'Vatin�nnA Tpo►:.,.. � , � f�-F�r[ {l �j�1r/f<„�:'// �� U'�l//� 4 ��` I+9�101'A�O .�:a/7�' �a�u,r. � :. � �p� M Fidd F '��t �� . . Optimu�m w ` l�o. Location or D�7' Moisture D � ' Elevadon Dens�ty Content �� MO�� penent ' �t � h' Con�t CompACtion Pase/Fail Suil e � �/ s�n a f z�, 3 y '��*.-f<,,� s�uf,�, �'p e �- . � . ,�„ �_- �P� /,���, �.6 /z y,p p f, I 2.. 5}� 'b��S 1, ��'`� S t�� � ° ` �� �.,/� �"'"�SS C"vrlr'C �� I �.c f y, � � � ' „w 3 �.�r,, I y3,io '� ,�,�'`��; �, � � / s;��; ;�,,�'� 9 I �'� ri .l�,.�. �,�.. / .»�����.,. '' . ,� � � '� � �„ � � � .������ ..�,� �k����i� �,���._ �' /� ti /yJ� ' � • � I��S, n�Z,I}C�/�� C� J(..R W7� ..,sikMu�.. .nkhtlrr.. ..�aPok ... A w�I� ��4�.��Nh,Nr.. /.� E:1G�G I 41[���'�/�l � . . ^ R,w �. ���,E� o, ��-.jd ti � ���� . l�'/,8 �•y '�y ,��f� �, i �' ,����n�6 c�,,� . . � ,��.,., ;. , ��_., � ��� � /CF f.�g�-�� �X��9 �'� ��� 9���� � IJ�SS 1 ;� #._ �,.�2 3. �,,�3 �� I . .' . M:.wW'K•' � ...k�NLL. .� .. . . . v4ryMf11Jif1"..� ...r4W1'I�bi_. � Weather: SunaY C1oudY Rain . Compaction&Molature S Snow - Temp: S�'°� Pass Indicates Fill Tested Meets Speciticationa `� � pecit�cation: a s _ 9'�7" ��+e`r','.�'; �.�l ��'r'��C.�,.i �fs� ❑Fell Indlca�tes Fill Tested Dces Not Meet Speciffcations and S6ould l Type and.Number, Q� be Removed or Reworked. ! R�EAeth Moving Units: � r /� �a bt�f �. T,�e�k�� � Type and Number of Compaction Unitso �F��n�Observation. . �/ ' LgPart Time Observation. ` ' PMiC�Y'RY RPM�• ��G!'� C�'(�'I/J �a I �� 1 u a: '��,!� J r1 r�". ;: /,. Dr^W i�'1 /Q 1 �/�_ ~�/� ' �f"�'i r. , �� Of�p�- lCIPE U`4�f'CY' '��` .� �; �'` � '� r i 1��AF' l!-��'1 'Sl/r �f I � �r �'+1c�'u!.`� ��,I ,j � �Tamber ot Passes: , r ��f�� ���!3r�r�G�r'' T l���/ J �� I � � r/4rr� � T6ickness of Ljft: � �'"� ��A�f ��'`r� 7��� ta�r Ii� � '� � r .��,��,�, �! �}����., . � e,,tbod ot Addin�Molatnre: �,l,�`�t°�� �r c�C,���,!,J'� r / f ,f ca�,�/,� ,�,�r� / �/'�i l�'ot� ��, � � flttSR t�S��I�t�i/' � • /E S7� /�Pfcl��s .i7�/E'h`?�f' �ta�) 7� t'y... �� _ � � � �p�a�mt�opWoet lormed y a ro�ult of ar abav�tlou ot ell �a L��� '�'1 d 5 rz,+c'� • _L . ` � .. °xa�eoded oomp�edw etrast aod m�iuwe �' We 6�ve reibd on die¢oohactor W� �` �'.J �!'7- r �f'. / E�� ,'��, 7'F:r:•r�S g� m�de ot d�a fitl oaly u beBeved �the nil diu{oj dma wbea a�r oMerver it not viewing opex�tfon�, aeauuy oo ailbcaro our ob�va�'t� Tea data m not�he wb basis for ;I ,���� ;I �°+�Y�on1Y• Koeclilda Ca�wldn�Sngine�n�1nc..�va the dght co amend tat f t � ��P�review by a Protoulotul Fniicteer. The laformatton contained in thit form Is not conclusive until ' /.' r , ��PPI'oved ln a Anal npoit by a Profe�alonal En ,�: , i tnd ehdi not be nptoduced,exc�p�in full,without written �. Thia�eport only nelatet w the iroms te�ted �,� l��, +PProva!of Koeclilein Con�ultinB�Bi�e.Inc. • .,_.. � � / � „ _ ,r �i.��*'� .�yl� i.. ...,...._ , `��� ����_-< .> � Field Engineer �2epr sentatives Signature „ _ . , ..� ; �..�.� , , ,. �.,._._,. . ° , . ' � Kcechleln Consulting Engineers,Iric. Job No.p� - ,�r-v Date �' c' �' � � ,✓- 12364 W.Alameda Patkway,Suite 115 ,' , �heet / of �. ..'.. R ,Lakewood,Colorado 80228 Subject: i ` (303)989-1223 � ,�''�,'/J.�,�:"•.� /`'4 �..:�/� ,,?` t' t ��7�' , . . . . sf�l'�/ � 'u°r���;Y/,�, +G'f�'•f.�,� . �r. ;: I.abbrnto Field , Dept6 MAatimwn Optimum T`�t or Dry � Moisture Dry Moistnre Percent . "� No. Location Elevadon Density Content Density Content Compaction Pase/Fail Soil Type Feet 9'0 `� , I �G�ct F ��= l���r/ f�' � �"��'�J cr/'(��-7'� � 3 1�� `� x �' 'y ,., �.C'>� 2 1.�.y -,./� 7:�� �� C' i.J/`�"�' '�-9 .'./ e d 5 � -G��e��' " • �,...�.. a ��. � :. „ �, �,,.., .,. , w �.. . . _,. .; � L' t:i'�F`�,��/� Pd�,�. ����..�;�(5 tC� � � ��� � ` / 8 t � ,�4 r�' ��` . � .i!`afw�� . � �� i . v - •,, ., �. �+ � � � ..� y, N .�� .,o., . , , . . � A l`�� � ..�..��:,..., ..,•.�,�s..... _.e.ra�'�� ,.ai�ex;na, r,�'�`.���..a�x..+..�. :�sa�.':� .� �.�.��.��.. ,.��+*-�. . � ... n:��,�.,. .,.�a�..�...:aaw�,��� � ...�..�i Q„rr�..:.M¢a�es,: .�� ..«w�e�r ,.��1.� � � . ' ,°� y ,q ��E.�r;��. i 3�. s �, � 9 s` `t �' 3 ���,i � , � ��r H e �� �'��'� , . _ �, �3�` �,;,,. S S ��' :._; L°D y��� ����,sr F?S� ... ��,�,,,�x� �, — � a �. ,�� � � �' ,� � _rRu sidG`" ....;�nn�,. c�� ..-�...a x.0 ._ ....�aanae,�... , � � � . �. Weather: Sunny Cloudy 'n/� �'� Snow Temp: ° Pasa Indicates Fitl Teated Mcets Specit�cations._ Compaction&Moisture SpeciRcation: 9 5� � �, n,<{,,.�,• ❑Fail Indicxtea Fill Tested Doea Not Meet Speciticatlons and Should c� J� � �: ti�r;� :�r.r, ��'t3;r �' be Removed or Reworked. T�pe and Number oi Earth Moving Units����tr��, �` �l !- !�<'i.a,�� ❑Full Time Observation. [�Part Time Observation. Type and Nnmber of Compsction Units: Proaress Renort: i��e./UO �^��;'.'�.,,��/ ��ra��,Yc� r��.s f,�E�' n s s sl.F,�,/- J /' , � / r _/ �' " �f'..�"yx '�,�'?,.i�����. �� � L't�l�Phd T /(r��el C�'r lrrJ 7�,F-5�l` �b�- �� .f(�'< T�l�'�1►v/ • V4�/ d��'nc� �1e��1r t.v�Fl7�" �,/�ild; ';� `; %t�s�"�'"�'su/�1 Number of Pasees: y�ar,�Q S T6ickneas oi Lifc:�y'��� �� �� ' �,� � d' 47�E �+�lr��' ���1�0�!�i rryl �dl M F'� ,/�rpJ'E ��"J�O�.�'�'_ ;Method oi Adding Moietnre:h,��� �r.�,u c k-f-h e S� A SSr,.•,�r#7/ �i�b'�e 6�,r S, , , ' `to�m pia�en.optoia.�tamea u.rewk or o,a ob�av,aon or su plweme�t. we n..ro reuea on tAe oonnacoor w cominue dp�ocammeoded comp�cdve e(fott�ud moiuuoe W 16e Bll dudnj dmw wAm our ob�erver b not viewing operationt. T� ne rrds�We 6l1 ody n 6eliewd nxawrY w c�libnte our obeecver't jud�eaie�. Tat dau ue na the wb 60.w fa fortn ie for peetimiouy wa only. Koocdlein,ConsultinY Sngineen.Inc..resaves the right w amea�d tcst , ' t•'^pai teview by�Proteuional EnQitwer. The inf�oadoa contained in this form ia not conciusive until revie vid�pproved in a Hn�l repoit by a Profweional Fnginar. This reporf only relatea W the.items teated �,' ,1 snd iot be reprodu�xd,exc�t in full.without wriuen approval of Kaechlein Conauldng Engineers,lnc. " � �n (� ��i ��y� . !j't,f t.')'! �Jl t.Q.�f" ;,/�r` l ,,�.,...�� � Fiel�,Engineer � Represent tives Signature �. .. . � . .�.,� . . __�,� , _ _ . . . ._� �„ :. ....a. _..�__._...._. _ . IOEQft811V tti1VSUlTIJVGBIVI�fJVEBi�111RG , � C�sswtttss Gsotsa�ratest B�e�twesrs . REPORT OF CONCRETE TEST CYLINDER DATA ro: los rto. b�-o�a nwz�: gs�$o� - DAII.Y REPORT I30. SHEET � OF� INVOICE NO. PROJECT: Vo�:�'s j....f Pno� PLt1CGi�i�t�a LV�rl�i1W�: �+•/C7 s�..�`.�.l1<✓ Si.r-J/e� ��p0,n I ���/nL�wQ4! �a/ S 1 etil ilJN � �{�'7 nd.�!- Crrb OT fi.cs� �.�-K BA'TCH nCKET II�T�t�: $ / � Q 4� ��p�p; Y D�5" ��3�.1/G2Y 8� l,�pC DESIQi N0.3�GY.tiS'o0 CLi.YD. /� 't]ifEBA� 1�i3 lHt�A�i`V� �'_� ---- TB�PLA(� �'35 FIEI�TE$T'IDTCi Il�ORMATIOfiI': ��sr r� 3:•� � `�~ n� ,�e ca��rr G.`!x �va�r tta�r rv�c�ac'��'�e�x s���aa� god �m��d Tae wet wei� VZ.0 Z 'C�S,� 7�-3 L va.w.t'�ae ,zy�" JOB SPECgICATIONS: �n� nc ,�mooer�+r x M��s�no��rsrr8 uNK � G'YI.II�iDER DYF�iMA'TiON: 3� �,� 'jr�� Ho.oF CURING G ��,��; Z,yl � g C T n� �►TUa nu�rs srrt�rr•n �r. �u►�csc A(iE DATE 'R7fAL L.i)AD ��r CYLAdDFR CYL�YfJElt DAYS TESTED (LSS) (gQ, ) ��E WFJGNt' l3NIf�tOF�'t' (�) {� � � �� �9' � N uss�cH srnzricra rar�u nsYs PROGRESS REPORT: 7L'a fecm is tar pediedmry me aaty. Koeebieie Cosul�F.o�OSSa.me..tereNa tes � � � ridr no ammd omrt taulu opm�avi�r by a Pmfearoml �neor. Tbt idot�Eioa '/�`" " �/".�! � N�.✓ �"� � miodned'm dris tam is not 000ehnive um7 rsviered�d appioved'm a tm�i Rpat M= �o�oe� �n�r• 't�e�occ aar � m the arA. �a.na ,hr� not be FIELD OBSERVER REPRES e�o�.e�t o�(i�tl.wi�o�w�iam�ppiovd af xeeehfeio eomu�E}�iaeeef,iae. � `�`e,_ ,. _. _ _ .. ...,� ..,. . ..-.,�._,�., - . . e ..y, y... _„� . "� ,. ,��.�"�^ '?",""T'r-... .�r�.. .T-:,.-_..�. ....- ,;.. ..._.., � ..-.,�!^'(M1i ..,�..i._. i , ti ���a `` � , � . Kcech1ein Consulting Eng�neers,Inc. Job No.'`�t� ���3� Datc 5�-,.?y�., .2,,�� C r 12364 W.,Alameda Parkway,Suite 115 � Sheet � �:,�►f � Lakewood,Colorado 80228 Sub ect: ' . . �, (303)989-1223 �di��'S�1 fj , ' ,'����G J� / ,/.,ri ��r � + ��' i 1 /' , '4� t� (,/�/��/ ��W 5 .l.�c�C 7i !1� � �� ?'IC� 7 �.." �.'+ 4 ! Labornto Field � '� " Depth Maximum Optimum _ Test or Dry Moisture Dry Moistare Percent Na• Lacation Elevation Density Content, Density Content CompACtion Pasa/F'sW Soil Type Feet � cy� y�- / �tc1. �� z � ,� /�//Io�•f�.� �u:.r��� Lrw'r� f� . �.� � . ��. �� , ��,r,.z �-...,: �. - . �u . .�. � �,�. , m i s�. .,�....� � . �, 2 ti, s 9z -{'�,, L ��-,r� ,�q � �q>. ro �>M. � . J -�� L' � �5' f� o /1l/ � a� "L ' '• �i ` � �r.-. .,,�r��� �m: ��:. � : ��. � � ' 2� •� �::� �y, 6_ ,� j P�� � �� , . �.:�.. �� fi . ,. . . �. , , s�� o r �.�,�,,�y � �, � � � � : � �. /� , y Q�, �-- ,. ,� �p a�t,ts �x�iaar�,.. 'a�i rt.mer.�pF�.: �1r,n ..rat�zcP �kv�moQt�" , xer.h:,�. _aaua�. '� .,.rte,z�n., ���v:.�.. ..w�az�D�"` ,� ,.sa,�. ' .,aw�a;,...�a.n., M.. ,�.. . c� s��, o,� � g-.�rf�t, ,��/ . /30 � y.� �� � � �r � �.� 9.S' , ,, �,,.,n4 �._. �� I<e�� ���r� � � �,��. 3 �, ,�=- 4 : 9 � �j �' �� .�'` ���� ��•�/ ���7 n � � � � � � � �-��,`�° y,o �; A��3s � 6 ,��� ��3 ' ., °� �� �� ....�. � a.��� � �'� /3Z�:�"� �!.�.. Weat6er: Sunny Cloudy Rain Snow Temp:��° ' asa Indicates FiU Teated Meeb Specificstions. � Compaction Moisture Specifics�tion: ��;;{ �' ,��1a�1,`�;'���/c�,��Lt.�j���� ❑Fail Indicatea Fill Tested Does Not Meet Specifications and Should �°`�'-�' be Removed or Reworked. . Type and Number of Earth Moving Uaits: - '� �`�+..���«►� /- 7r���1< �i�>t � Ll�J Full Time Observation. �art Tlme Obsecvat�on. Type and Number of Conupsction Units: Pro¢ress ReDOrt: �;•,�-/�(� �.;1�,,'��r•,��- �� . .,�-E �(° <• .- � ;,. ��-. � f �"..7��r1]�(�(�"� �ntl< l- �/'C�H� ,�G��(-Y f • � �( S��l�k'C.�r:;��'i�' �.,., tyt ;;r..;t°`trl,7� t;�r {�; '•�s?r' '� ;t �Fa� S ��cf ;�f'F ; � � �� ,,+,..:1 �!/ +�r . ;� � �,:."` �� 1�;`f��t ( : � f G4' ,�•� r: `:� ,,."P. � x7 i+ t • ( � � :'� L Number of Pasees ►/�r,K S Ttucicnesa of Lift: ��•f ' � , M od of Addin�Motatnre: 1�j�1 � �,i )t.'�F !�m�f i'1 ��r� �`'"�`'�'��`� «r 5�'; �`�,., � h-<.< ;/,� � �����;'/,',�, � ,s �;a,�,,� _ Y+� T e/ r S� s„�i�` 4 . �, I'/� ly��l'j�r �"� ?f,i�! "oC�'1� t rJ�J -:"�:JI . '"� {,.K < <1��,�-,f; `. , P�+��fermed u a eewk of aa ob�ervatton of BU p Vi c e m e o t W e h a e i e l i e d o n t h e c o n t n c t o r w c o�a�e ;�` >: , � - ?°y 2 r�l!`�. i � �,';1, �pv ` me�ec�meoaed oomp�cdMe e�f«s aoa mo�auie w me eu : ' . , ,`t ;,�'� '' ! ; a� ,�i� .• - ,! `'�`'� r , 1' �ro ards d t6e NI �i dme�whm aa obee�va U na vkwieg opa�tiom. . �ly u 6etleved nooaury oo caND�te our ob�arver'�judyea�ent Test dw ue na the tob b�w ta is for pieliminery uae only. Koech6eIn Consulting Engineas,Lrc.,rcaervos the right to emend test � upon�eviaw by a Aofettional SnQinaer. The informadon coneained in thia form is not conclusive undl . �eviewed and�ppmved in a 8ne1 repoK by a Profwsionat Engineer. ThIa isport oNy relates to the iums teated • � and tlull not be reproducxd�except ln full,without wrltten approval of Koechlein Conauldng Engineers,Inc. 1 ', / ) , l��x�':�� �'rA�^�''� � �( c. r i��. G' � � 1 U ; k Field Engineer Represe atives Signature , . . �... � . '':":'. � Koechlein,Consultin En ineers Inc. Job No. g g � ; �,b• as0 Da�e �;��9- z�dca� i r ' 12364 W.Alameda Parkway,Suite 115 Sheet „Z. of � ' Lakewood,Colorado 80228 Subjects �?jjl Observation and Testin¢ . , (303)989-1223 �'�'%�3?� i-,e�,� If/,c'!.'/ r'es�:1�cC.�'r Q 9�^�'�{7`�"�" ��'�/� �'�/7���/,.7�� 6n� � . � L,aborato Field , Depth Maaxlmum Optimum xm ��t or l�ry Moisture Dry Moisture Percent ' �l�fo. Lacatlon Elevation Density Content Density Corttent �ompaction Pass/Fail $oil Type �,h , eet 9'o qo � ' � f/��. � � �.� ��J �fJOGII`I.��A/.1� '�� '� � /z9r.� ��Gr. r. ,���.�� V.' � I7 . . .�i '�f,. C.:. �a✓/"���K7 / ' �... 'a��«�� �t��ar�e.o., 'R�„`. �w r� i . r.l �J ��1 /�`C/� �r 4� �L�i j�j � �.���4 3"'f:. '� , � .� g /��'� � �1 � . � ^_ . .. tl � ie p � � C � �� �` '� 't'l � /'��c')r�'f jl J,�/� c.; ,}I� � ./��j// � � � � , �(' � �� / �M.6a.tAZC.r, „w'+34'.� .i!�� ..#a.'.4cM1�!�'a.,�.�,..�a�1:U2t.0 k�,�ra.�'� o,Pd���... .� �� ..��ait�i»,�., ..aYnrc ,�:�'::.... � .: n�l�/ oI..�G'ixX:tit.,.�a � •'�+.-. ..,E1siM"m .7�7ft1� . . . . 9�l R� i����t /zv.q 9,� �� /},�sg �l..^ "�.C!�' �,�:'j 3%::.'�1.:-�r��h � sc;:.r��1 . ,. , ,; . f� �r. ._ . G�. �z x�; r}��� �o.y y s � S�p , /� /3 � .7 y'ir 0��► � "m��} s � .�� :� , u �' ` � � ,� � � � �zy.�. 8.3 96 ' ,.,�.�.,;�, _.e � ,,*.�.,�.� ° ....�,._ Wather: Sunny Cloudy Rain Snow Temp: 1� ° asa Indicates Fill Teated Meets Specit7cations. Compaction&Moisture Spccit5cation: �. y _ ���+ „� ,�. ./^ nrc Q.Fall Indicatea Fill Tested Does Not Meet Specificationa and Should '�'� `� �* , E;"f �' ��`:''�� be Removed or Reworked. Type and Number of Earth Moving U f ,5��r::`� 1"-�? l - 7'i�n c.lC/,,,.� l- �j c��;,c.a� l+d r'ull Time Observation. ❑Part Tjme Observstion. Type and Number of Compaction Units: Pcoaress ReD+n�rt: ,�<>. � - �/'G��:9 �1t D�I E✓' I- '`I U,+?f/!�� '1.y /h!, � � � . N�1�er of Passes: �jA,,';� •, Thickness of Lift: �'''` � � N�thod of Addin�Moistnre: wn��,. �ru</t �hc f� �y ,r,, b, t � . � Piarenn opidoe�fa�med u a rault of our obia�vadon o[81l pl�ameoc We dave relied oo the coaa�ccor to condoue � t 1hs oecammeoded oomp�edw effort aod nwitn�re to the Al!ducin`dme�wheo our obiavu u na viewiog op�doot. , ,,. � ae m�de�t6e EL ody u bellaved nxeeacy oo cilibnle our oMecver'i judOenr.nt. Tett data ere not d�e wb buit fa ;�cm u for prelimirury ute only. Koechlein Conwtdng Bngineen.Inc.,isaerves the right w amend test upoa roview by a Profeaional En�it►ar. The infonnadon contained in thu fam is not conciusive undl reviewed and approved in�Mel report by a Profweional Enginar. Thia r�poct only relatee to the itertu tested �nd siull not be rqxndueed,exoept in full,without wriuen appcoval of Kaechlein Consulting fingineeca,Inc. ,~� �i : � , s � . '.: ' ,; (�,,�/ _�_. ,� � -t9-�'1 _� � Field Engineer Representat' es Signature ; y ,�,` �- ,s'`�.n:n.-,`..+ie;� . . . v ,_.'.� ,-. ..s.�.. -_ .. _ -c . ., }^,_.. .e - . . _„ � .. . , oy�R.. ' •• ' � . • ' ' . . ' _ , _ T- : � ��'� =�OECHLEIN CONSULTING ENGINEERS, INC.- _ �� ' , -_.�,--_ i2�a w.�v��ay,s��i is .�„ I.B�CCWOOd,CO�OiBd() HO22H (303�89-1223 Report of Construction Activities Job No. Date: � ���. �� - �- � - f _ Slceet. �J ' �`t. ���: v�! `f �'J`�'�—��F^ ij - Weather Conditions and Temperature: �'Sunny C7oudy Rain Snow Te� ,� °^ Construction Activitie.s/Observations: �;��- /cI �-.;�,`��,{�, t,�;*. :`�.;�. _ .y ��. ��.� s�l�,���/�� �U �'��.?�E..°t�' ;�G_:�f� �•�`t . ,•` } � � ,., .�� �. .4� �� f''#J'�`/'`t'-1'S,7� x�}. :� f' , .d 'd s_t ��,� rr,//c:f c`.:��`�,'r� �°' f ���r � f -�,� �'�7 .�� ��� �`.. .�' ",t/ �... f,� L� :: � �'�.. � -' � _' � ,/ � J �. `��j � �S � s �. `�� '�ir �� r r.a � � ' ��` +r�s �t ,�', a�� ,� �.+ /b �''7�f,z&' `a�/ ��! f�Cjr 1�`?/ /"'c_.! /��SEC C:7? � � 1 �� � � '[ ;'t �' '� ��• A � • � /� rv . . 1 �«''� "�t,,'u�'j7 � E`C`� •�f " �n(� ��� � �-�"�w�Q�t��. • y ' rt � : , � � , _ ��_ �. ��� _ �� . , ��` s�g _. .__ �s�.f /���o � , - � { , �<<� � � �.� � »� ,�.�.... �..�_ � �� :.. � , �=� , �� ���°�t.��� ���._��� r�'�_ �" �-'� �. � -� �,��s, r.,�� } .� • ' � � �'��°F�::; ::� � , ;t�_� , � , � • � �.y: � �h'C �J-�.'�! . i.d F L ,�'�i2��6 %GC� 1�t �'�/.�e�fi 1'1�• '9 �°" 'x � d - �r� � > � '' Y�, . ��...;:�'„ a ... 1`(�;r, � .:e-.# �*. ,} � x � � �.. �� �'.��5'�, . �7'c's 5�F G�t f.r�r; �.r)"� �@ � . ,� ��t`�. . : , �� '� .,7� �-x'1 +�''I. �:' t`.�5''tt'�.�•��,L•�'7 lj�i.•":-���t. � •`�f /'�7'a`y+//, - ; z�� _ _ d. �' �/..+i� �2� . ,'`j c:. -aY:�'7� ��,#` ' ea` � ��.» � � `'Zx�+°�, _ T r . ..,�, s T-���' ,�J`f�,►�.�`-�- .�-j iF-,.� r.'-'# S.�'4`"- °°.', �� 1? , :!i, �lJ • `. '-'F s� �Y,J tiz.;}C{�^rt lc3� <, „,,�J ' �) � / !J t �.i!��Y=T J�l<�iw.3 :-!7 � _ ! �U 0�3�.. l'�*'��`f3 0-� ��` -�F` ` ^C%�1'C'�. Verbal Comtnunication: ,d . �f:�; �-�.�- �,� �,� �v�(c ���=�-`� r -::�. : :'�> r i,,,� _ �,%, -� _ ;. J . t� ,Y' C��' � / �:'ey+r t r f t � � r.� �� �j� rj}t)i/ /1£t tt' •-,/�: �t�_:,� �� E'¢ �R�;-;{i 1 y~�Xf►""L11�����'`e�,,-C� �fa/<3i f �`� d�lfi ,'�/„ t. - ��t�u�n��., ' � � . fj�., , _. - s�r � . . ,� _ � `' � � � �^ Z`' U� �( � a �s f i: .'. .��'�F" Field Observer e �tives Si ature'and C an Name 7Lo fam peseas apiniooc faee.das a rauk of ar obsavadoo of fiD plaament. We have�e�ed oo de 6o cad�oe applyio�die reooa�eadcd coo�ctive dfat and moisdae 6o die 59 d�io6 mmrs wh�a ar obeerver is aa view�g opaxioaa:.Teses are mde of d�e 5H ooly aa beSeved eo a5bca�e ar obsaver's� Teu dau ae not the mle bass Wr op�oea ae Mhelt�r d�e fiH�eets apedfic�ioos. 'Ihis form is for prelimioary use oo'ly: Koxhldn Contu�ag Fi�gi�as,fic..�the rigfit to amaid test resuhs upon tevie+v by a Piofessional Engir�ea. The inforaatian contained in this fam is aat conclusive mNil�evievvod aad app�ovcd in a fi�l ieport by a Ptolessional Engu�eer. 'Ibis report onlg reiates tn the item� tes�ed and shall oot be teqoduoed,ezoept in fuH,withoat wriurn approval of Kaechian Coasuhing Engit�cets,Ioc. / Leonard Sandoval-050-02.pdf Page 1 � To: RidcCaudd Koechlein Consulting Engineers,Inc. JobNo. 06-050 Dau 5/3/06 VailResortsDevdopma�tCompany ConsultingGeotechoicalEngineers ���Y�PortNo. 2 9Ket lofl P.O.Box 959 Sub ect: Fili Obsevazion and Tstin¢ AvoqColorado81620-0959 �2364W.AIamedaParkway,Suite115 � $�y��ne Lakewood.CO 80228 _ (303�I89-1223 Vail Road Vail's Fmnt Door Vail,Colorado labonrory Fidd DqNh Ma:imwn Oplimum Test or Dry Moisturc Dry Moisturc� Percrnl Pass/Fail Soil Type No. Location Devadon Dewity Conten� Densiry Con�mt Compnction at •/. % 1 22'North,3'WesiofManholeN2 -Z0± 129.7 7.6 124.7 10.6 96 Pass CLrvefll 2 9'North,l'WestofManhole#2 �et 129.7 7.6 125.0 103 96 Pass CLrve#I � GRAVEL.Sandv.Siltv 3 66'North,4'WestofManhole#2 -2.Ot 129.7 76 127.1 94 98 Pass CLrve#I GRAVEL.Sandv.Siltv 4 44'NorthofManhole#2 -2,Of 129.7 7.6 123.8 1L2 96 Pus (Lrvekl GRAVEL.Sandv.Siltv 5 36'South,l7'WestofManhole#2 A.Ot 129J 7.6 120.8 12] 93 Pass Qirve#1 GRAVEL.Sandv.SiIN 6 RetestofTest#5 A.03 129.7 76 1242 104 96 Pass CLrve#I GRAVEL.Sandv.SiIN 7 SYSouth,36'WistofManholek2 -0.03 129.7 76 1277 86 99 Pass CLrve#I GRAVEL.Sandv.Silrv Weather: Sunny Qoudy Rain Snow Temp:59°F Fi1lTatedMafsS�ccifinUOre. Specifica6on Compac6on&Material: 95%ofModified Proctor AASFITO T-180, ❑Fill Tn1cd Does Not Mcet Spaifiatioro as In�cated by Test Nunber(s) +2%ro-2%of Opii mum Moi sture Contmt and 57qdd be Ranoved or Reworked. Type and Number of FartA Moving Unib: I-Trackhce,2-Dumptrucks �Contractor Advised ❑FWITimeObswa6on �ParlTimeObservadoa Type andNumbaofCompactlon Uryts: 1-Trackhcewith wmpaction whed Proeress Reoort: Field a�ginoer amved on-site as requected to observe and test the sewer line along Vail Road,south of Willow Road. Approximazdy 4 to 6 feet � Niun6erof Passes: Varies Thiclarss of lifh 18"± of fill mataial wae in place for Test#1 thru M4. The contractor was advised to remove all trash prior to fill plamnent Test results indicate thaz moisture and MethodofAddiigMoisture: None densityteststakenat[henotedlocazionshavemetprojectsped6cazions. .Rrn r..m..�:d„�:�d...R.d��r�..oamw�..:d n d=�n. �tk i..����a m�k«,.�.n,.n �y�lti�g ilc rcanncMd an�sfiw eRn ud mivo�c m Ih fill dnip u�whn ur nb�erver ic n��'hum� qmatian. Ta.0 ais ne�d tle 611 my���41ie�ed mzu.nv�m di We or dxcMr's ju�ied. Tot d.0 art n�Jc sdc h..ir Grqinan�n wMhr�lm fill natx s�ceifir+unrt.. Copies To: oougihanpsan-tiyde.Co�micdwl eond,vfiari-a7�a�prchitecuQe,sob Don Sneed Scott B.Myers,P.E, He`bs'-n�°'e�,�C""'g i""rk�-M°"'°`&N`"Ru Field Fngineer Approved By � Leonard Sandoval -050-03A.pdf Page 1 ', To: RidcCaudd Koechlein Consulting Engineers,Inc. JobNo. 05-05o Dau 5/a/o6 " VailResonsDevdopmentCompany ConsultingGeotechnicalEngineers ���Y�PortNo. 3A � lof2 P.O.Box 959 Subject: FII Obsavation and Testine Avon.Colorado 81620-0959 12364 W.Alameda Parkway.Suite I I S $�y�{ine I.akewaod.CO 80228 (303�J89-1223 Vail Rnad Vaii's Front Door Vail,Colorado labontory Fidd De}Nh Maximum Opdmwn Test or Dry Moislure Dry Moisture Percent Pass/Fail Soil Type No. Location Devatlon Density Contmt Dauiy Co�Nrnt Compaction eet % •/. 8 3'WestofManholek2 -L5± 129.7 7.6 118.4 12.1 91 Fail CLrveHI 9 17'South,l6'WestofManholeN2 -3A± 129.7 7.6 119J II.B 92 Fail Qirve#1 GRAVEL.Sandv.Siltv 10 RetestofTest#9 -3A2 1297 7.6 124.4 109 96 Pass CLrve#I GRAVEL.Sandv.Siltv II 57'South,30'WestofManhole#2 .4.0± 1297 7.6 1282 92 99 Pass CLrve#1 GRAVEL.Sandv.SiIN - 12 22'South,21'WestofManhole#2 -4.03 129J 7.6 1322 93 100 Pass Curve#1 GRAVEL.Sandv.Siltv 13 RetestofTest#8 -1.5± 129.7 7.6 122.8 10.9 95 Pass Curve#1 GRAVEL.Sandv.Siltv 14 16'South,l3'WatofManhole#2 Grade± 129J 7.6 123.0 107 95 Pass CLrve#1 GRAVEL.Sandv.Silro Weather: Sunny Qoudy Rain Snow Temp:56°F Fi1lTcstedMeetsSpreificadom. Specificafion Compac0on&Mntwial: 95%ofModified ProctorAA5FIT0 T-180, ❑Fill Taled Dces Not MeN Spedfintlo�as Intticated by Tnsl Nmnher(s) +2%to-2%of Opti mum Moisture Contai[ and 57aW d be Removed or Reworked. TypeandNum6erofFsrthMovi�Units: t-Trackhce,2-Dumptrucks �CoMrac[orAdvised �FWITimeObservadon OPartTimeObsmatlon TypeandNum6erofCompaqionUnifs: I-Tradchcewi[hcompactionwhad Proerw�Reoort: Fieldenginaeramvedon-siceasrequestedtoobserveandtest - the sewuline baclffill along Vail Rnad. The failing areas wae funher compaaed NumherotPasses: Vanes 71riclm�ssofLiR: 18" � a�dretated.TestresW[sindicatethazmoismreanddensirytatstakaiatthenoted loptions have met pmj ea speci fi cations. Method of Addi�g Moisdve: None n..R�.n a�•�K md�N„�a...R.� w`h:ervwm:d fill dxmcn. We he.e Nied m tle cvma.r m - cv4ne eqiyrg tle rtw�menhd nn�esuw e8un ud mixwc u�tle fill dn�p amer wkn or�bu�wr ix nt fh+erviq n�c�Yi�m. Tcsta ert�h d tle fill oiY n hlieaed accawY w olihue ar�ti+eMr's jutnc�l. Ta�bta ue n�tle dc Ic.is b q:nae m wk�hr�hc 611�tv s�cci6renan. CO�IiCS T0: Douglhmpem-HyderConatrucUw�,Re�d,vHart-4L40Archi�ecOUe,Bob Don Sneed ScottB.Myers,P.E. Herbst-nlpne F��go,eering,lun rks-Monroe ac Newxu Field Engineer Apprnved By � Leonard Sandoval -050-036.pdf Page 1 i � To: RidcCaudd Koechlein Consulting Engineers,Inc JobNo. ob-oso uau 5/a/o6 V�IResonsDevdopmentCompany ConsultingGeotechnicalEngineers ���Y�WrtNo. 3B 9Kd 2of2 . P.O.Box 959 12364 W.Alameda Parkway,Suite I I S Subjecb Fill Observazion and Tcstine Avon,Col orado 81620-0959 Sewerl i ne Lakewood,CO 80228 (303�I89-1223 Vail Road Vail's Front Door Vail,Colorado la6onlory Fidd DqNh Ma:imwn Optimum Test or Dry Moisture Dry Moisture Percrnt Pass/Fail Soil Type � No. Inca6on �eva6on Demity Contenl Density Con1aN Compaction at •/. •/. 15 3'North,72'FastofManhole#3 _�.5± 129.7 7.6 124.9 10.9 96 Pass CLrve#1 16 1'North,60'EaztofManhole#5 -3.Ot 129J 76 126.4 7.4 97 Pass CLrve#1 GRAVEL.Ssndv.Siltv - Wattkr: Sunny Qoudy Rain Snow Temp:64°F Fi1lTestedMce4sSpecifitatio�. Specifiuoon Comprcaon&Material: 95%ofModified ProctorAASHTO T-180, ❑Fill Tested Doa Not Mcet SpedfiisOOns as I�calal by Tat N�unber(s) +2%to-2%of Opti mum Moisture Content and S1roW d be Ranoved or Reworked TypeandNumberofEarthMovi�Units: PleaserefatoSheetlof2 �ContractorAdvised �FWITimeObsavaaon ' ❑PartTimeObsmaaon TypeandNumberofCompacdonUnib: PlaserefertoSheetlof2. ProeressReoort: PleaserefawShealof2. N�unber of Passa: Varies 7fiiclaias of lift: Shcet 1 of2. la a MethodofAddi�gMoishre: PleaserefatoShcetlof2. n:.�Rrn r�.�.���� d R.d�� ..�t en dr�n. w�h.K�a� �ur u «..��ap�re u.�.,�.R�a a.�:u.��n w�..i1ue m rle fill dnq umn wkn nv rk+emr ix rtt�h:cmq. e �qmrinn. Tea�x art�ndc n(the 61I niy u bclieved rcc«xary m ulibem ov rMener'r ju�ea Tcwt hia uc nr th vde Isvi�(a�ni�m wktlrrlls till�metr vpw:itiucnn. Copies To: Doug't7ampsan-HydcrCa�r�cuonRandyHan-a7/a�Archi�ecuae,Bob Don Sneed Swtt B.Myers,P.E. H��-nb:���g,,�rk�-M��rk.�u FielJ Enginee� Approved By Leonard Sandoval -050-04.pdf Page 1 � To: RidcCaudel Koechlein Consulting Engineers,Inc. JobNo. ov-oso Daa 5/5/ob vailResonsDevelopma�cCompany ConsultingGeotechnicalEngineers ���Y�PortNo. a 9Ket lofl P.O.Box 959 Subjec[: Fill Observation and Testin¢ 12364 W.AlamedaParkway,Suite I I S AvoqColorsdo81620-0959 ��,��80228 Scwerline (303�89-1223 Vail Road Vail's Front Door Vail,Colorado I,bontory Fidd Depth Maximum Optimwn Tat or Dry Mois�ure Dry Moislure Percmt Pass/Fail Soil Type IVo. IocaHon Devation Datsity Conlent Daisity Co�rtmt Compnclion FeN % % 17 3'North,10'EaztofManholeN3 -5.03 129.7 7.6 129.0 10.8 99 Pass CLrveltl 18 37'EaztofManholeN3 -L5± 129.7 76 124.5 9.8 96 Pass (Lrve#1 GRAVEL.Sandv.Siltv 19 13'Nonh,48'FastofManhole#3 Grade± 129.7 7.6 128.0 8.5 99 Pass CLrve#1 GRAVEL.Sandv.SiIN 20 7'North,32'FastofManhole#3 -1.0± 129.7 7.6 126.9 93 98 Pass CLrve#1 GRAVEL.Sandv.Siltv 21 4'FastofManholeH3 G�adet 129.7 7.6 127.1 9.0 98 Pass CLrve#I GRAVEL.Sandv.Siltv Wnther: Sunny Qoudy Rain Snow Temp'S6°F FiIlTatedMabS�etifindo�a. Specifica6onCompacdon&Mntaial: 95%o(ModifiedRoctorAASHTOT-I80, ❑FiIlTatdlDoalVotMMSpcdficatlo�asln�ealedbyTatNunber(s) +2%to-2%of Opti mum Moi sture Conta�[ and Shodd be Removed or Reworked. Type and Numher of EartA Moving Units: 1-Trackhce,2-Dumptrucks �CoM�ac[or Advised ❑FdlTimeObservAtioa �PartTime06servatioa Typeand Numberof Compnclion Units: 1-Tradchcewith wmpaction whed Proercss Reoort: Field a�gincer amved on-site as requsted to observe and test � the sewer line backfill along Vail Road,bawern Willow Road and Forest Road. NiunherofPasses: Varies 7lridmessofl�fC IS" Testresultsindicatethazmastureanddensityteststakeiatthenotedlocationshave Me[hodofAddi�gMoist�ve: None metprojecxspacifications. - Th+rtpn pevmn�pnnx fimW n�m�W��J'iwr dnemu�w R II Nsarc. Kk Me Mi m tle unn�.ur m �eqltiqp Jc rtamm�d umsu.v allin ud m�snR u��h fill dn�p u�wIrn ar�rver i.n�al.smip �y�miva. T«tx uc mh�f tle fill mIY dv klic.cd m.m�M'm dih�m ar dwcMr's ju��en. Tu.i d+e ax mi Jc - .d<bavir Fr�n�m m wkJsr�hc 611 meet.v�nfiutinn. - COPICS TO: Doug7Twmpeon-HyderConmuctia4RandyHan-47/4(IArchiiccave,Bob Don Sneed Scott B.Myers,P.E. Herbso-Alpne Fngmeermg,Jon Nes-Monrce&NeweO F'ield Engineer Appro ved By Leonard Sandoval-050-05.pdf Page 1 KOECHLEIN CONSULTING ENGINEERS, INC. 12364 W.Alarneda Parkway,Suite I 15 Lakewood,CO 80228 (303)989-1223 Report of Construction Activities To: Rick Caudel Job N o. 06-050 D ate: 5/8/06 Vail Resorts Development Company P.O.Box 959 Report#: 5 Sheet: 1 of 1 Avon,Colorado 81620-0959 Pro'ect: Vail's Front Door,Vail,Colorado WeatherConditions and Temperature: Cloudy with rain,54°F± Constrvction Activities/Observations: Field engineer arrived on-site as requested to perform moisture and density tests for the sewerline backfill east of Manhole#1. The area was excavated but not prepared for testing on either visit. No compaction tests were performed today. I Verbal Communication: Copies To: Doug'Ihompson-Hyder Conswcoon,Randy Hart-41J40 Architechae,Bob Herbst-Alpine Fngmeering Jim Ness-Marcce&Newell Don Sneed Scott B. Myers,P.E. Field Observer Reviewed By ------- --..._!—_ � Leonard Sandoval -050-06.pdf Page 1 � To: RidcCaudel Koechlein Consulting Engineers,Inc. JobNo. 06-050 Date 5/8/06 VailResortsDevdopmen�Company ConsultingGeotechnicalEngineers Dai�yRepor[No. 6 Sl�w �ofl P.O.Box 959 Subject: Fill Observation and Tvstine Avon,Col orado 81620-0959 12364 W.Alameda Parkway,Suite I 15 �.�{�ne Lakewood,CO 80228 (303}989-1223 Willow Road _ Vail's Fmnt Door Vail,Colorado Lbontory Fidd Depth Maximum Optimum Test • or Dry Moisture Dry Moislwe Pvcmt Pass/Fail Soil Type No. Locntion �evation De�ity Conlent Dauiry CoMmt Compac[ion F«t % % 22 II'EastofManhole#1 -3.03 129? 7.6 116.6 12J 90 Fail CLrve#I 23 RetstofTest#22 -3.0± 129.7 7.6 122.7 11.4 95 Pass CLrve#I GRAVEI,.Sandv.SiIN 24 34'EastofManholekt -6.0± 129J 7.6 123.0 13.3 95 Pass CLrve#1 GRAVEL.Sandv.Siltv 25 1'South,7'EastofManhole#1 -1.0± 129.7 7.6 120.9 133 93 Fail CLrve#1 GRAVEL.Sandv.Siitv 26 RetatofTest#25 -1.0± 129,7 76 123.0 14.0 95 Pass Qirve#1 GRAVEL.Sandv.Siltv Watler: Sunny Cloudy Rain Snow Temp�.60°F FiIlTatedMeetsS�ecificsdo�. SpccificadonCompac6on&Material: 95%ofModifiedProctorAASHTOT-I80, ❑Fi1lTestedDotsNolMeMSpedfiatioreasln�catedbyTes[Nunber(s) +2%to-2°o of Opti mum Moi sture Contmt and ShoW d be Removed or Reworked Type and Number of Earth Moving Units: I-Trackhce �CoMraMOr Advised ❑FWITime06servalioa �PnrlTimeObservatioa Type and Numbaof Compoc[ion Units: I-Tradchce with compaction whed Proeress Reoort: Field engincer arrived on-site as requested m observe and test the sewcr I i ne bacld I I on Wi I low Road.The area wu not prepared for tests on the NumberotPassa: Varies 71tirJurss of I�R: Unknown first visit. Contraclor was advised to place 12-inch lifls. Tat results indicate tha[ moisture and daisiry tats taken at [he noted locations have met project Me[hodotAddi�gMoisnse: None spedfications. 77:n mpn�m:em q:n�G md�d ur�h:emoas ol'611 d,rmcn. tV hne rtl�a1 m�he u.anwr m uni�eqlyi�g Je m�mm�d umsuw eHm ud miswe lo Ih fill dnip timcr wlvn ar obcroer i..mi dvcrviip lqeMion. Tcric m�h d Jc fill id>'a.hlieaed isccv.+uy m mlibek nv ah:cMr:c ju�cN. Tet&te x n�tle .dc Imis ir�pm�w m wMle.Nc 611�n.a�eei6ceomv. Copies To: Dougll�p�-HyderCaumcrianRan�Han-411a�Archnecaue,Bob Don Sneed Scott B.Myers,P.E. HerbsaAlpne Fngmeerog,lon Nes-Mwvce&NeweO Field Engineer Appmved By � �Leonard Sandoval- PROCTOR# 1.pdf Pa e 1 g I MOISTURE-DENSITY RELATIONSHIP TEST ,ao 135 130 b a � � aci Z 0 125 120 ZAV for Sp.G._ 2.65 115 2 4 6 8 10 12 14 Water oontent % Test speafiqtion: ASTM D 1557-00 Method C Modified Elev/ Classification Nat. °/,> °/,< Depth USCS qqgMO �t Sp.G. LL PI 3/4�. No200 GP-GM A-1-a 10.8 2.65 NL Np q6.p �Z TEST RESULTS MATERIAL DESCR�TION Maximum dry density=129.6 pcf ��`�-��"'�S' Optimum moisttve=7.6% Project No. OCr050 Client: Vail Resats De�elpoment Canpany Remarks: ProjeCt: Vail's Front Door Oo-Si[e Material Date: 05ro2106 �Location: Vail's Front Door MOISTURE-DENSffY RELATIONSHIP TEST KOECHLEIN CONSULTING ENGINEERS ,