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100 HIGHLAND AVENUE U4 - BUILDING INSPECTION ` 100 HIGHLAND AVE. RECEIVED JUN 1 2 1987 •� �o „ Loo , /� d Fk 54�� , /`fe: DAILY CONSTRUCTION REPORT CHECX (,/) ❑ Sunday ❑ Wednesca,, W[ATN[R v/�C� DAT �f fG ❑ Monday ❑ Th.r o, ff�� 6 ,K Tuesday ❑ Fricay T[MP[RATUR[[A.M f2M 7^ A!"P.M ❑ $otu,doy I PERSONNEL (s,�' — F M L I SUBCONTRACTORS F ! M 1 TSitework 3 I Masonry 4 .1 Metals,Struct. &Arch. j 5 j Moisture Protection& Insulation 6 A1eta1 Doors, Windows, Glass ' 7 1 Carpentry 8 1 Tile& Floor Covering j 9 j Lath & Plaster 10 Plumbing j 11 HN.A.C. -- 2 j Electrical �1 Elevator 14 Painting I 11-5 T Other lh Othcr 17 j Staff We/cGy esu erI _ -- -_- OTA& TOTALS EQUIPMENT: j CONCRETE PLACED Tudav! i lic^,arl:s � � Gvc�/Oaie�� air s� � ytc Cayi�' tG I U / , o✓e 2 !e r , - - - _ oz s-IC- //s¢ d5i-- L4,TAcc lT d YeV 9rcd c �cc.. -I c `t /�/G_ 4io/ 4n� HiQ vG t,�l•��gd�.�.__ V RECEIVFD JUN 2 2 9387 BUILDING 160 �i /F�d �/�' S�/ey .�F• DAILY CONSTRUCTION REPORT CHECX (,/) ❑ Sunday ❑ we&esco� /'C GrO L dory 2�L GAT �8�Y7 sa .K Monday ❑ Thurscov w[ATN[R Tuesday O C+ ❑ Y 13Friday T[MP[RATUR[[A.M 7G 12 M `�f�13 A:"P.M ❑ Saturday PERSONNEL t3 C, — F M L 11 SUBCONTRACTORS F 1 M -1 Sitework we-1�4 12- 11 2 3 Masonry 1 4 Metals,Struct. &Arch. 5 1 Moisture Protection & Insulation I j 6 Afetal Doors, Windows, Glass 7 Carpentry i 8 1 Tile&Floor Covering j 9 Lath&Plaster - 10 j Plumbing 1 I 11— Ht-V�.0 f�? j Electrical 3 j Elevator C- i 14 Painting 15Other 16 Othcr 17 j Stat TOTALS TOTALS •_ EOUIPMENT j CONCRETE PLACED Todavl i Rcr,_ar!;s 1411 eerfLi ry,�/��s-e r a�6'ifG csc%�% Lei erS /icor yr�d/ i t .cv mc � �cri'a.� rJ� 0� d� /ci S'. LP.r r..kc�S V`C- •� _c'/F F-�: Q� 7d rc Marc bir.,/ Ib, elf �yc/< T `!�� _ J lam' l �c o fS G- o/ S•iJ�/ / U,G�, /5) 4JS cc� It Ty 6.174+ q T/owl S. � nY S aT � �%l'r.dG r RECEIVED JUN 2 2 1887 BUILDING /00 h� !�?d t'r� Sc/ten X/r. DAILY CONSTRUCTION REPORT CHECK (,/) ❑ Sunday ❑ Wednes:o� wcAT1�MR vJeresST I. 9r GAT C16;5 E7—la ❑ Monday ❑ Thursco, ❑ Tuesday 9 Friday T2MPfRATL'R[l A.M 12M s 4:260 P.M ❑ Saturday I PERSONNEL (T,C' — F M L SUBCONTRACTORS F JS 1 1 Sitework WI– C' l< 2 Concretea r e ��.,,? 3 I Masonry 4 Metals,Struct. &Arch. j 5 j Moisture Protection & Insulation 6 Metal Doors, Windows, Glass ' 7 Carpentry 8 1 Tile& Floor Covering j 9 Lath & Plaster 10 j Plurnuing 11 H.V.A. j 12 j Electrical 13 Elevator 14 Pair.tina 15 - Other _.- 16 Other j __-- -17 Staff OTALSTOTALS ! EQUIPMENT: j CONCRETE PLACED Tudavl �'sr,.l�.f ��.,�' /o •alter / �_._ _ _Re_l.arks �U�,�-U,j14, C-AL, /.0 5r,4o.se� V.%•S l/ys��lrruyocL Vli� ilsa><<rt:Sj �- ��s:<!�q}11,�=t_`Jocc,.ryco �<o� c:n/'e.»`e, oS'l�4fi.�e �fcfcii�z/<ft�rf; e<'e�t �• 3:s"vo FT .l �.� 'y /60L.'/t/dfc �+c •/� Toc+� A<'-s •gat ScQ ��l/.S r-`�<'o-f v.r >1o7.. Tic /vr;c w/✓,-tom 4•. <.,�; fwodc T/ov hq c �eC� -e"Cv'e4Cu,vldy Tubo t rv.. vl, vrce�„mac Gl it 90rn<�a>T c�ey._ sL4b 6�l_ � 2"ns ec <a� ><�� -9 eve,; 4`c_ Y// - 1t�5LFc zvay '1Z fErc<i Tse c.J`fs—r-� 3�rJ2f..11�,YG(5_ � vac- oma— �. fsc,�� csc k �o fticara ea rs c�' /S�X rocf s:csudo LL—rsr -_7 -9 sS <</ S e . C G�.rZr fG r. . - ,SNS .l"ssyl-,S°�- 4.p-�_p ✓��<< RECEIVED JUN 2 1 1887 GUILDIMc ( DAILY CONSTRUCTION REPORT CHECX (,/) ��'/) ❑ Sunday G Wednes ay WZA MKR �"� 9!(/ oAT GAye7 ❑ Monday B Th.rsiay _ Q ❑ Tuesday ❑ Friday T[MP[RATUR[•AM lam- 3 '� �:>D P.M ❑ Saturday I PERSONNEL (� (✓' — F1 M IL 11 UBCONTRACTORS F ! M 1 I S1tework 2 Concrete I 3 Masonry 4 Metals,Struct. &Arch. 5 Moisture Protection& Insulation I 6 1 Metal Doors, Windows, Glass 7 1 Carpentry I 8. Tile& Floor Covering 9 Lath & Plaster IO Plumbing i 11 H.V.A.C. 1-9, Electrical 4. 7 Elevator 14 1 Painting I 15 I Other I_ 16 Other 17 Staffw�Ic-4 S ler - / -- TOTA LS` j TOTAL EQUIPMENT: j CONCRETE PLACED TudIV _Ru: ar!:s � /c .G��r a o/n h�1s" AJ vr�1e Ca.�Ava� t� ria= ,ej,;- for s bn.Li�tC'__c'�i4in �Q n , i sem. aTry rC t C e--4"IS iL(c y e d._-4� 1'0 l)G G�—,c-_-2Y..Y_ p. ru<•. E �in O �-'�I J I e.. eo- Ocee/S C;le!2 �o/' Le , C'o�cr�fc� SAY/v Fog ur 6c 7� c � /isil/Ou7' J 74/e t;14- q4_ � a_ C��/fC- ��/-6r� - /4;,Va¢ yarn f�a J•7��1 Lvvr/e /u4V�e,/S �T hof' to 6N_ rar/r-d, �rq ,7 4/6c� /cs /� S'�ru��/ad Jo EM�Ve f d/ /Hater' ✓/G/es _r' � rCV? gf/Qt�JV,�C1111 Cd- - a: colu.Ha dacr.�, terse r c /io /(irsr" :0 - ��/Ss.112�.f� now Cerre cTcc�. _ ------ - BUILDING Z'40 H9164 '1 �%C SY/ens me,, RECEIVED JiIN 2 2 1987 DAILY CONSTRUCTION REPORT CHECK (,/) ❑ Sunday tS Wednesca wcATMeR AT P!n3�P7 19 ❑ Monday ❑ Thursday o ❑ Tuesday ❑ Friday TPMP[RATUR2 a A.M 12 M4.Z10 P.M ❑ Saturday I PERSONNEL (T, �' — F M L SUBCONTRACTORS F ; 11 1 1 Sitework 4>ejolt Z C .tr4'f x- 2 Concrete 3 i Masonry 4 Metals,Strum &Arch. 5 1 Mloisture Protection& Insulation I 6 Metal Doors, windows, Glass 7 Carpentry 8 I Tile&Floor Covering 9 fat-h& Plaster I -- 0 j Plumbing ! 11 H.V.A.C. j '? Electrical �,.i Elevator 14 i Painting I 15 Other 16 Other 17 Staff - _ TOTALS TOTAL EOU'll"MLENT: j CONCRETE PLACED Today,' - v eT ♦rGi � C4 �r � �__. - .. I — i R� :a�r!7:sTt" /1� Q'�cs�eY9Tar13Nv�� Cdrrd,�e7ge / d' Gv�AV �e� of�" OCA cra�e -- ..la d. LO_LILL��Ifi/' co/u.C4 C3 T So'Az rn . V;3?–6C2 r.4 V/!'�Ct f 4/5V� .os_/�r 5�'-P v4- FiBCl,v1S �uorlt l�I � ld�� Y- avo�4 �loq ,r G'OYC%!%, S� -- -- --— — -- -- - -- _./� nc /Ger X9/'9/IC . � /a .coa,S�Sz1ee,/ve�� sacs ilo u �rer� ��5 m//�P/ 1l�rpcs'e wFt RECEIV�n ,!I!ql 2 2 1 �7 SUtLD1MaJuo 44/914 /-Wsc%•s M� DAILY CONSTRUC-nON REPORT CHECX (,/) ❑ Sunday C Wednes.ay W GTN[R C/G rti' f Rol/ eAT li�.Z/�7 to ❑ Monday ❑ Thursdoy 6C 0 KTuesday ❑ F,,goy T[MP[RATUR[l A.M 12M 4:39 P.M ❑ Saturday PERSONNEL (f, �' — F M L SUBCONTRACTORS F I M 1 I Sitework /tea/r,4 2– , 2Concrete Y.. 3 1 Masonry 4Metals,Strum &Arch. 5 j Moisture Protection& Insulation 6 Metal Doors, Windows, Glass 7 ! Carpentry i 8 Tile& Floor Covering j 9 Lath & Plaster --- 10 j Plumbing ! 11 H.V.A.C. i Electrical Elevator i 14 i Pair.tina I I j - 15 Other i to Other – 17 Staff weic4 TOTALS' TOTALS E_OUIPMENT: 11 CONCRETE PLACED TO Rc^;arls —'---`='�i�3 /ter /// cr%or•� 7cei70r Co'les.'IS . — -- - - . 6/2 TC., OX "r�L,c J-aU T. CJ/. S.. ISOO '' C'�-t,o 4C,L/G.a/ �� fla __.... . _ /," -o1. //jQS U,s7ea �Cr7 Gr� �yDCOeT�/�� /Y 1�/l./�O I:f/C. �regy /O!?6.ta C:S•��.� _ / O E , , CJ , , $ N�� 70I'q 4tre�. iV e- � W/�� v a� c /mac /v o iucr .�i%_cvo� /y S•�4 e/x=oT ..-- --- i RECEivFn .wN 2 2 1987 [u,,°,Ma/06 Mj74AA Al. L5--, DAILY CONSTRUC-11ON REPORT CHECK (.I) Sunday ❑ Wedrescar %;r -DATE ,a Mday C3Thursday W[ATM CR '�'— on Q.1 6 O Tuesdo Y ❑ Friday T[MP[RATUP[[A.M 13M V ~ 4:=P.M ❑ Saturday I PERSONNEL F M L I SUBCONTRACTORS F ; M 1 1 Sitework W e/oH 2 I Concrete 3 Masonry l 4 Metals,Struct. &Arch. 5 j Moisture Protection& Insulation I 6 Metal Doors, Windows, Glass 7 1 Carpentry 8 1 Tile& Floor Covering j 9 1 Lath& Plaster i -- 10 Plumbing 11 HN.A.C. 12 Electrical 1 _! Elevator 14 Painting I 1 15 I Other I i 1v Other 1; Staff the/c L/ -- _ TOT SLS TOTALS EOUIUMENT: -- 1 CONCRETE PLACED Tudavl - hcmarts �sc.rl F/lam e 7C/er or F;44, .iot o4 'a/. . i 1-6 d/ii /ruo L sif Z1zczJ�`� — 9/nS �eKCc�r �icy) ons-c2z . Zsfic (..�c,�crp1-o�,Finrat ,3'fy_ n�•ai.ij �Il_�L��-s v r.�s r c c¢�' Pia/a/eM,• V^� __._. _.....___ � s 6 Q� sn.-lesf /av $,oGc 94 0 b'a%l Q.fgzr si'r Ha 99le�S_y/L dOG/ RUILDING DAILY CONSTRUCTION REPORT CHECK (,/) .� Y ❑ sundoy ❑ Wednes:ay •.f�: 7�✓ / tP C) Monday ❑ Thursiay DAT ❑ Tuesday Ia Fneay T%MP[RATUR[l A.M t2M 'l %: ` CA P.M ❑ Saturday i PERSONNEL (T, �� — F M L 11 SUBCONTRACTORS F ! NI 1 I Sitework 2 Concrete _ 3 1 Masonry 4 Metals,Struct. &Arch. 5 j b:oisture Protection& Insulation I 6 j Metal Doors, Windows, Glass ? I Carpentry i 8 Tile& Floor Covering 9 Lath & Plaster _ .. 10 Plurni ing _ ii H.V.A.C. - ---- 1^ j Electrical 13 j Elevator 14 Painting 1T Other -- 16 Other 1 j StaffCc ✓ h e, - — _ TOTALS: TOTA L� E0t lPMENT: -- CONCRETE PLACED — I 7 — �: i i _ hc: ur:a ou"V! q," :.t:. t• Cl 9 C �/c 'r.tr r T ... .S' _-- Zii Z4 /) v Dire e•r. y c_-t. C:s-r -J_c Z7^_.r,e7 �r.�. . r� d ae , e—.F r '� .:=L.._ _.. . i / DAILY CONSTRUCTION REPORT CHECK (,/) Sunday ❑ wednes:cy ,.1 ( �f/.� �,/'a-( 1�L.,tY: L.:_I Jif E't 1 L' I�(� Monday E Thuma, w2ATNCR �. ' C, 4 OAT 1e ❑ Tuesday ❑ Fnday c T2MReRATVR9 a A.M 12M �./ �•�R.M ❑ Saturday PERSONNEL (7, �� — F M I L I SUBCONTRACTORS F ! M 1 1 Sitework %-4 . A" 2 Concrete 3 ! Masonry 1 4 Metals, Struct. 8 Arch. 5 1 Moisture Protection& Insulation I I 6 Metal Doors, Windows, Glass 7 1 Carpentry 8 I Tile 8 Floor Covering j 9 Lath& Plaster — 10 Plumbing 11 HN.A.C. I - 12 % Electrical 1—_- 13 Elevator 14 Painting __- 15 r Other 16 Other 1; Stafi --- TOTALSTOTALS I EOL'1PMENT: j CONCRETE PLACED 17udavl'_ _ _11C__aI�:S I L/1 1c .i (vG.S c'r. , /...3 ; '1/,� 11 . _ __J iv�_L-. �-1 -r S r'c v C i,�J S �4 �� f.p.. f .�- c r r I c. c 4 i'•� __.—_' ? __. i l _ �;"p "r.=. - f.'._�2.�1 -I�P.'+-. C✓S•( �'r cJ�.t 1.� r. ..—c '_:� -a' li BUILDING DAILY CONSTRUCTION REPORT CHECX (,r) _ / /. //:_.. - I:6 Sunday E Wedn±may W GTN6R V...^' .y C'./cf,.�awT t�/.-��/�/ to f`��b.Y tl C::.D tUN' ` E alloiiday ❑ Thull 7 ❑ Tuesday ❑ Fnday TLMPURATUR[I A.M 12 M —'^� ` wA0 RM ❑ Saturday I PERSONNEL (s, C — F M I L ISUBCONTRACTORS I F ! 11 1 1 Sitework 2 Concrete 3 Masonry j I 4 Metals,Struct. S arch. 5 Moisture Protection& Insulation 6 i Metal Doors, Windows, Glass 7 Carpentry 8 I Tile& Floor Cl j 9 1 Lath &Plaster IO Plumbing 11 H.V.A.C. 12 j Electrical 13 j Elevator 14 Painting 1115 Other _ 16 Othl 17 j Stall __ TOTALS j TOTALS EQUIOME?1T:-- -- --I CONCRETE PLACED Rc !a --s (( C, -. // ' ,1 =cam_ -e ------- -- / 'C'.; %. 1, Aac.4 c. _7Lr J.. ` ' r_� _ } ' r DAILY CONSTRUCTION REPORTr tt� ` _1 D CHECK R E0 LI U/r-_ J .n'i. ' v » j( ❑ sundoy ❑ Wednes ny !, _ '.�/:CE / f+% to [3C] Tur Monday hscor W[ATHZR � � oAT ai p II Tuesday ❑ FndaV T[MPCRATVR[•AM tIM ❑ Saturday I PERSONNEL (s+ C — F M L 11 SUBCONTRACTORS F ! 11 1 1 Sitework ce V-e 2 Concrete _ 3 Masonry 4 Metals, Struct. &Arch. ! —i 5 1 Moisture Protection& Insulation I =_- 6 Metal Doors, Windows, Glass ` 7 Carpentry 8 Tile 8 Floor Covering 9 Lath& Plaster _— i0 j Plumbing I T H.V.A.C. - 12 j Electrical _.-- 13 Elevator 14 Painting 15 I Other ----- 16 Other 17 Staffj l .( 5 - - - /TOTALS TOT:aL.. EOL1PNlENT: i CONCRETE PLACED Tuda,v' _ — i Rcriar.1:h��_ S e ilVS S T/..,( ir. •l i.,..., �/� c t,G/- `= J .. :v YCr'JC. c!< M•i ✓v..:Y n .S'c. lc ('F' -i - _ /L/c ra< _ ; � -y` —z X+ nJC',II / C.i//- <i p f Cq C��</C %/ ,r Y v c�xi � ✓< f•�J f.:�..: j.;•c5 / 3 °•CC<-1 C�..! �L, ��_ I _`�_ . 1 ) T— / i sui�DlMo DAILY CONSTRUCTION REPORT q 5 CHECK (,/) rtr— L7 ❑ Sunday ❑ Wednes.:aY ECE' �pi P L. W[ATN[RS" DAT ❑ Tuesday ❑ F,-day TIM P[RATUR[l A.M 12M GN ` coo P.M ❑ Saturday PERSONNEL F M L Ij SUBCONTRACTORS F ! N1 ; 1 1 Sitework 2 1 Concrete 3 1 Masonry I j 4 Metals,Struct. &Arch. 5 1 Moisture Protection & Insulation I 6 Metal Doors, Windows, Glass 7 Carpentry -- 8 Tile&Floor Covering 9 . Lath& Plaster 10 Plumbing _! 11h H.V.A.C. j - 12 Electrical 1_ 13 Elevator j 14 Painting 15 ! Other 16 Other l j Stab TOTALS j TOTAL- Ei)tlPlE`T: j CONCRETE PLACED Tuda__ BUILDING 140 #1#' /q..; d. IOn- �` /CH A/y DAILY CONSTRUCTION REPORT CHEC']X (if) �-. f�n t.•c: 4 r7C.E ��Suntlnti ❑ Wedneiay DAY, ' it.,Z, lG �•. . C) Monday ❑ Thursday W[A N[R + � ❑ Tuesdoy �,.Fntlay - T[MP[RATUR[l A.N 12M �0 4:210 P.M ❑ Saturday I PERSONNEL C;, C, — F I M L I SUBCONTRACTORS F ! M 1 I Sitework j 2 ! Concrete "e'ef s / ! 3 ! Masonry ( 1 1 4 1 Metals,Struct. &arch. 5 I Moisture Protection& Insulation I _ 6 Metal Doors, Windows, Glass 7 Carpentry j 8 I Tile& Floor Covering 9 Lath & Plaster --- 10 1 Plurnbing -- 11 H.V.A.C. j -- 12 j Electrical 13 j Elevator 14 Painting 15 Other 16 Other j ---- 17 Staff S;, — _ _ TOTALS: TOT.aL EQi P�NIENT: i CONCRETE PLACED Tuda__ — — i exaosL.fe. 1-evc-,/s c'o.,f/in • aaL /io/oe�c ,H� ✓neer l_/-.c f- -- -- Cc r�i_Cr p!C/" So V 1'11 &-;I'/� lil /a.% 'i G. ?Lr :r.7 O qr5 9 •c C`:,/c oc:- .s cd e _-,- - c y a.'.,1-5 C✓ S.Scc+ 'S-o/ / !['.n<til1/G 9s' ,,.'1.;,_.L- c;.::, � ,� -lc —_—__.___ L.:/ &__'.>/�. L. =� li �1 _Gi:LI-armor /-'c:CO.':/;,��.r .1�.'"`,r•-Y`t(-_C?_?_.- ... -. • . Cs SUILDING DAILY CONSTRUCTION REPORT RCEIVED � cx c�) LE `v'�i Sunday ❑ Wedres-�y W[A f1CR oAT s 2f6/�7 ,[ ❑ Monday � Thumdo, - Q Tuesday ❑ Friday TIM PURATUR[•A.M 1[M 66, ,l 30 P.M Q Saturday I PERSONNEL (s �', — I F1 M L SUBCONTRACTORS F ! M 1 TSitework 2 Concrete 'e G /"�•rs ! 3 Masonry 4 Metals,Siruct. &Arch. 5 j Moisture Protection& Insulation I j 6 Metal Doors, Windows, Glass 7 1 Carpentry 8 j Tile&Floor Covering r_ i 9 Lath &Plaster - i -- 10 j Plumbing ! 11I— HVAC 12 j Electrical 13 Elevator 14 Painting I 15 Other to Othcr — 17 j Stab _ TTA TOTALS !_ E(a1PMENT: CONCRETE PLACED Tudav Rc_•_ar!s��e,a2�rKs' 6alow r'r.�/e�.� /�or,e-r Gt:e/cis- scti�d �1e . ----- - '- -f-N,99c3•,ee7�/Y o /JI_li:`':e rernr YCn•IeYo/S Nac/�1: //i-,� :.�.(( c'c.es.+�eice__ 0a.. / N G C{ cc t s r G4H ----- rr .c4 s, V. i / !/ s fvv r, 7` ,7 d- cY 4.t-r d /-o .C- ?"c .C-0 i7 7li,u G — ----------- ----- -- -- �11cf ,r4/ sf= / w,' (/ 6e_ c7 si7re //Li'7— — ----- ---- --- moi"c-'�'_rSf.��,a�/s S•c c�f_o�_ c .S c- :2nc� w�c/a' cIleo%� . 1 eU16DIMG 00 //%•>11 /9'?d Pry. DAILY CONSTRUCTION REPORT . t , �,,.,�17 CHECK (,/) RECEiV:-:D J s d C3't ay 'a wednes.:_y WCATMIR aIC4r aAT s"/T47 tsr ❑ AA nday ❑ Thurudoy _y LA ❑ Tuesday ❑ Friday TIMPIRATURI a A.M 12 M C]o P•M ❑ Saturday I PERSONNEL (T, �' — F1 M I L 11 SUBCONTRACTORS F ! i1 1 1 Sitework 1i 2 Concrete 11 3 Masonry I 4 1 Metals,Struct. &Arch. j S I Moisture Protection & Insulation 6 Metal Doors, Windows, Glass 7 ! Carpentry j 8 I Tile& Floor Covering i — -- 9 Lath & Plaster -- 10 Plurnbing 11 H.V A.C. 12 j Electrical 13 j Elevator - 14 Painting _ 1115 Other 16 Othcr I: Staff -- __ TOTALS' TOT.>L _E1t`1P !FNT: Ij CONCRETE PLACED Tudavl7 1'i l._.larkS li J�/'�{✓-�iS . ---------- - --- U.L✓_ �04 C/'C�c ✓4:7HC'c.fcr C>it o -----�h12 1 / c o�/ eo/oti<,r 4.9c-4:;i" ,iia 1fS —— 7 ----._—�'g_ �= CL•�ec�e fe- erg �; .,tee. d__/� k14/� t�/.N S_. I"_/_J. :i�!"' GCHl�!c.�c eUu.otMa/L ///`l1i�/ x DAILY CONSTRUCTION REPORT RECEI`!r �" C• iri CHECX (,/) ❑ sunday ❑ Wedrescay Cie q /' DAT Yz �J ❑ Mday C3Thur oy W[AT, MM -� T-�� onTuesday ❑ Fndav c TIMPERATUR[l A.M tiM ^- C30 P.M. ❑ Saturday I PERSONNEL F M L I SUBCONTRACTORS F ! M 1 1 Sitework 2 ! Concrete 3 ! Masonry 4 I Metals,Struct. &Arch. S 11:oisture Protection& Insulation 6 Metal Doors, Windows, Glass I 7 Carpentry 8 I Tile& Floor Covering - 9 Lath & Plaster i 10 1 Plumbing 11 HN.A.C. 12 Electrical _- 13 j Elevator 14 Painting I _ 15 Other lii Other _ ----- . r 17 Staff Weld, 3L c! - _ / TOTALS j TOT:aL E�%i'1P�lEVT: L� CONCRETE PLACED --Tcdav! — I ' —H _:ar!:s� Gl err pc,vr �✓/ // fie ria t� ed.. 01P7. 4Ac s 911 /�j-5 fio 4 ffie/'oylI ��! - - - --- - -� ! cnfi.��ad �iscusSior ✓i/ � t -ec n/.t+ f G? YC - =rte•-✓�1�_'r�.3,•... DAILY CONSTRUCTION REPORT RECEIVED JUN 1 4 1981 CHECX (,/) Q {� ❑ Sunday ❑ wednesaay W[ATM[R Gir y r oAT &—/! /J 7 ��IG O O Monday ❑ Th.rscav ❑ Tuesday ❑ Fndav T[M►[RATUR[!A.M IZM 4=P.M ` ❑ Saturday I PERSONNEL (T, �' — F M I L ISUBCONTRACTORS I F ! M ;------------- ; 1 I Sitework 2 1 Concrete I y cc Al IW i ! `+ 3 ! Masonry I 4 Aletals,Struct. &Arch. S 1 Moisture Protection & Insulation 6 ! Metal Doors, Windows, Glass j 7 1 Carpentry 8 Tile& Floor Covering ! ; 9 I Lath & Plaster Z - _ 10 Plurnhing j ! 11 I1 H.V.A.C. - 12 1 Electrical 13 j Elevator I _ 14 Painting -- 1�- 16 Othcr _ _----- . I1 j Staff tu,/o S ter' — TOTALS' j TOT:>L CONCRETE PLACED Tuida, _ _ Rc—aria lt____.- -1_ o=M/� O� ,rL //SU.��/N L✓9I�S /�/�S Side I�+'i /IS �C AfT7='�=:�—____..._.- _ -- sunmdc /00 DAILY CONSTRUCTION REPORT CHECK (,/) ❑ Sunday ❑ Wednescay weATMeR�ltq/1011 j oAT 7` to ❑ Monday C) Thur:dov d 6 _ O ❑ Tuesday K Friday Te MPC RATVRe l A.M H/ 12M �'t �.aa P.M ❑ Saturday I PERSONNEL (s C — F M L I SUBCONTRACTORS F I 1 Sitework 2 j Concrete j 3 Masonry 4 Metals,Struct. &Arch. rS 4'rC ar,w r 711,11o 5 1c /o5 i Moisture Protection & Insulation / W q/ s n/u,�//n 6 Metal Doors, Windows, Glass w r i! cc. lC 7 1 Carpentry or,,., ; - ii d 4f r-r' eS {r eAc 8 I Tile&Floor Covering I _ 9 I Lath & Plaster i0 j Plurnuing M'�fi9/ LIQn LL�c•%� c�� S/>el P7�!��GOiO 11 H.V.A.C. r c/ ( icr/ /i7 � L s/ �c �%0 i+VZr _ - 12 j Electrical c, L'c.N . 13 Elevator 8 r`o/%co1 e0lrcc �/�a1S 14 PaintingI b e- ,e, 15 Other --- I 16 Other 17 I Staff --- TOTALS TOTALS EQL'1P11ENT: j CONCRETE PLACED Tuda<, I Remarks �ec/1'i - aT �S%�c �/'vo /B// %o yicw Yvdle,7S ci � �i2nd ' - --- - cl s W/,ert �I ��d �d ---. es4fc"-XAJio e./. ... y/s/a-1 Lo f, cirC _.- 1 BUILDING /4'e d i DAILY CONSTRUCTION REPORT CHECK (,I) ❑ Sundoy ❑ Wednescay W[ATNCR C/o.; / li11 d J AT, p U 7 -10 ❑ Monday ).Thurscoy 7YTT•' ` . ❑ Tuesday ❑ Friday T[MP[RATUR[e AM /�O ,2M S� G /3a P.M ❑ Saturday I PERSONNEL F M L . SUBCONTRACTORS F ; 41 1 1 Sitework I 2 Concrete an/(ec- ,j-44 I / 3 Masonry 4 Metals,Struct. &Arch. i 5 Moisture Protection 8 Insulation /I I i6 IMetl DoLindows,Glass 7 ! Carpentry qlil HOem we-A4 , rWi/l /Lteie.T 8 I Tile&Floor Covering hef/i Q / G'r.si/L 7>L II 9 Lath& Plaster :8c PM ,70 4r� cuss 10 1 Plurnbing Cor'/ e�//ve /yta sures . ! 11 H.V.A.C. / 12 j. Electrical �4f Clr 1�r 11 fi�j o� /-4.S 13 i Elevator o r7'- d�— q 14 I Painting I + 15 I Other to Other i -- - --- 1-, Staff Li 0, -- TOTALS:: TOTALS E0U-1P\IE.\T: j CONCRETE PLACED Today' -- i lic_:ur!:sy��eC Fortis 3'T°tr�r� 7F� crc< f Barris �c+� West �� — d c.^ --. ryas Ore A�w r-ellf'vad Fro.r e✓v//s 0� � ral a r �/ 7 ---.__- oh cr f ons. 1 -- /'lor/4rWa/1 (t95lc racsincac lL�ois/ re. 73.o /o. T/aSag/ ce/uua p/ers. l defit 04,ee, er ^ �rudr + uM�rc s /v/ gr�vs' -crC�? vd to Cdcr ,pfof du oi�ce ------ --L%USe �,£_ /e_SsIs' ver /cs/ (wy-jer tY !/N 4� 1L(ayS ( Confrcl slOrJ ... ----- S' corner Z:;_0.A' ver ic4/ /deibrc%tc4 vy 6- - -- -- - -- - - Or- I lUILDIMD/OG !/e 9/r/4e�• /••/� SD/e„y /�f� 3:eo Ph DAILY CONSTRUCTION REPORT CHECK (,/) ❑ Sunday WednesCay w[AT. ERoyal-c"57 _DATE y111A�j/87 to • M�day 13 °y [3 Tuesday ❑ Friday TKMPCRATL'R[A A.M . / a Cl Saturday I PERSONNEL (s,�' — F M L I SUBCONTRACTORS F M -1 Sitework I 2 Concrete n/!eeFarlies 3 j Masonry I 4 Dletals,Strum &Arch. 5 I Moisture Protection& Insulation j 6 1'letal Doors, Windows, Glass 7 Carpentry 8 Tile& Floor Cover;ng 9 j Lath & Plaster i 10 j Plurniiing I 11 H.V.A.C. I') j Electrical 13 I Elevator I _I 14 I Painting P, 15 I Other to Othcr 17 I Staff (d e✓�/� -e / ?— ---- TOTALS` / I TOTALS EQUIPMENT: j CONCRETE PLACED TodeY. _- - I Rc:nar!;s_Iyo srra �vr�� ,� ' A-// Ww//s new lore-+ TII21,;And reYe'94 .s' ocr- -- /' S;4a9s _.. — [�ori2a., '4/ r,LL;K �e// S�oA /� DI'eserT ,oe iy<io� (sllSe/erS. __.� —S2A� LIdt:V/4><CS 9S A9yc/r 9S 1 /.2 CC 7 0 74!r x}-/96 clfConfro/ ,Toi.r74,t ;S, Q,- CO 1'� rie.� �s W.S. � 'eS 16 / OiAsfc//ed tigros�er/�• -- ' ccvl_Jrn7t G� 4 R!o Y ��c4 /iv.secow 4 auidee7, i?&- arr/ti evsr.Cb!!<: �- t2 a'e� C6.T( W%fy -fie- Fr P F f'P — T— OUILOIMc DAILY CONSTRUCTION REPORT CHECK (,if) ❑ 5undoy ❑ W ednescoy A11.2 P197 ❑ Ma^day Cl Th.rsGay W[ANlR,^Q/A 1540At rAT 9 31 Tuesday [3 Friday T[MP[RATUR[■A.M 7 O 12M �]C P.M ❑ Saturday I PERSONNEL (s t✓� — FTM L SUBCONTRACTORS F1 M 1 Sitework 2 Concrete I 3 I Masonry kc c 1 o rat j / 4 Afetals,Struct. 8 Arch. e-64 5 j / 13 i j D;oisture Protection$ Insulation 6 I Metal Doors,Windows, Glass 7 I Carpentry I 8 Tile 8 Floor Covering 9 j Lath 8 Plaster Plumbing 11 H.V.4.C. -, 12 j Electrical I 13 Elevator 14 I Painting I _ 115 r Other 16 Other 17 Staff Walc/i & er TOTALS' j TOTALS EQUIPMENT: j CONCRETE PLACED Tudd., — I Rcr_,rk jorrrS e/n 0�_6e. 1c4Foy a104 oc We4-1 Wo//S tvoik .4fod�a� duc fp oma/ We4 e/;' —' -- i BUILDING DAILY CONSTRUCTION REPORT 'Z'3Q Al CHECK (�/) ❑ Suadar ❑ Wednes,:ar y�2>/�7 ,9 Monday ❑ Thurior w[wTM[R C/ear AT' C) Tuesday ❑ FiY T[MPURATUR[l A.M ,2M�� P.M ❑ Sotulil j PERSONNEL (T t✓' — F M L SUBCONTRACTORS F 1 M ; 1 rSitework 1 2 Concrete 3 Masonry /lc dart ! j 3 4 Metals,Struct. &Arch. 5 I Moisture Protection& Insulation 6 Afetal Doors, Windows,Glass � 7 I Carpentry � � _ _ 8 Tile&Floor Covering I 9 I Lath&Plaster 10 j Plurni;ing 1 11 H.V.A.C. j _- 12 Electrical -- 13 Elevator 14 j Painting�E 15 1 Other ! --•- 16 Other j 17 j Staff / to of c ti S✓ er Cr/`�) ( - -- OTALS i TOTALS - ECt'1P�?E?T: j CONCRETE PLACED Tudavl — I r t Rc'.::ar�a �P�r/GD/ac fra,5 rro.� ww/lS .t >Cae��rs/Gd4/l YC-ders c'o,NHenG/,,S Q/o'.�:--..._ A2 . ar /oaS rlowYcveY/cc� o� a�� Wer//s Ycdc4/S Avis d!l ycrc�s__ -- or}icxs o_ �Jc�resr� iia Bey Co �s�ir 4 A eo/ a-oin >t is visa lc, 9 .,� � 7f' dole//s' tics S. s�7c�s�f �as ✓ as�4r}s �>< y// eo/a•'" rote" s , 71 it "yrs 6u>T=d�jc�in�r _t// s}ead o/ u t:r udder /l it G/!+• is caygill 16/c ofIll'r 7-z-* ll • _w t� _sT mor retain is 077c,-/y uSe /oSS. 3 /ecc .e 'wi/6 Ivy /c/c co Hr Will, - �3a o% BUILDING DAILY CONSTRUCTION REPORT CHEcx (�) ❑ Sunday ❑ Wednescay t7 yGt caeC/ Allk ?7 _ ,9 [3 Monday ❑ TtlurScay weATM[R GAT ❑ Tuesday X Friday T2MPCRATUR[6 A.M 3 j' 12 M uo P.M ❑ Saturday I PERSONNEL F M L , SUBCONTRACTORS F1 M ; -1 Sitework I _ 2 Concrete 3 Masonry I j 4 Metals,Siruct. 8 Arch. S j Moisture Protection 8 Insulation I I 6 Metal Doors, Windows,Glass j 7 � Carpentry I _' _ 8 I Tile 8 Floor Covering I _ I 9 Lath 8 Plaster i 10 j Plumbing ! _ 11 H.V.A.C. 12 j Electrical I j 13 Elevator j _L 14 1 Painting I 1 15 her to Other r 17 j Staff j -_-- TOTALS TOTALS EQUIPMENT: j CONCRETE PLACED Today,! _ 1-- ---- i I hc^:ar::s 1`�d qG iucT �TiJ �bv � er c s our Ow eur//J a�J/ Lt/a4�4e�- __-- 6:yo pH BUILDING #1 DAILY CONSTRUCTION REPORT CHECK (,�) P.M ❑ Saturday❑ Sunday ❑ wednescay pVL erCgs� OAT �Z/g?/�7 sD [3on Monday XThursday w2w-Nen yea ❑ Tuesday ❑ Friday TiMPfRATUR[l AM "� � O i2M I PERSONNEL (s,�', — F M L SUBCONTRACTORS F1 M 1 �Sitework 2 Concrete an Kc z rer a s 3 I Masonry I 4 Metals,Struct. &Arch. an wale/4er / 3 it 5 Moisture Protection& Insulation I 6 Metal Doors,Windows, Glass 7 1 Carpentry 8 Tile&Floor Covering j K-' 9 Lath & Plaster I ! 10 i Plumbing 11 H.V.A.C. 12 Electrical 13 1 Elevator . 14 I Painting 15 ther 16 Othcr j 1 11 Staff Welc� _ TOTALS: f TOT.�LS —_/ —y 1 L'1PlEtiT: CO j NCRETE PLACED EQTudav' _— I mss . I Rcm2rt-s 00-4elg//o11 to-d/s on �Ft pc��io' of we, rlr� N0J C-A -1 /:S el4_y— W91L� s /Te -- a_Gst_Si1' 7�oe -1Jr'JeS ,cgs/,Sr,,�6�4i9cuYe d- ��C��d �L,)—, /' Jn /Jr daw �a_n Ifo cf lv u Y�we-x' /14 1e 1:'QrA415L) 9 Cr914 } suiLoiMc s;4'-f .: aC DAILY CONSTRUCTION REPORT CHECK (,/) p ❑ Sunday •k Wednesday Ci�C Sr oAT o r9 ❑ Monday ❑ Thursday W[ATNCR 6 ❑ Tuesday ❑ Friday T[MP[RATURKa A.M 12M 4=P.M ❑ Saturday I PERSONNEL F M L ! SUBCONTRACTORS F I Ai i Sitework 2 Concrete j 3 I Masonry j 4 A letals,Struct. &Arch. i 5 Moisture Protection & Insulation I __ 6 Afetal Doors,Windows, Glass ` 7 Carpentry t 8 Tile&Floor Covering 9 I Lath&Plaster -- 10 j Plumbing 11 H.V.A.C. 12 j Electrical 13 Elevator 14 Painting 15 T Other t --- 16 Other --: r 17 j Staff W61cA S� er T TALS` TOT.aL EQL'IPMENT: j CONCRETE PLACED Tudav Rumarks �Gq C/7 C 9/' eGM /GT/OAi h'/•b�Q4� �9a /w- w4Iee'04d" 41d'4r tf if rAtd-C 70 PQvr i ttUILDIHOIBO lY/P�y�Y,id �j� cSele,« /%0. DAILY CONSTRUCTION REPORT 3'ou /h CHECK (T/) �/ ❑ Sunday ❑ wednescay VAT "//g11 /p7 se ❑ Monday ❑ ThursdayweATHCR ) Tuesday ❑ Friday TIM PERATL'R[■A.N 12 M �P.M C�S ❑ Saturday I PERSONNEL (s �� — F M L SUBCONTRACTORS F I 41 I 1 �Sitework ! 2 Concrete 3 I Masonry I 4 Metals,Struct.&Arch. i S ( Moisture Protection & Insulation I i 6 Metal Doors, Windows, Glass 7 Carpentry oor Covering 8 Tile&Flj r 9 I Lath&Plaster i -- 10j Plumbing 11 H.V.4.C. _ 12 j Electrical 13! Elevator 14 Painting I _ 15 Other 16 Other 1: I star I --- ---- TOTALS` TOTAL EQUIPMENT: j CONCRETE PLACED Todavl I ---7,r71�44r ies Qjr1-c, Q�rw .-- q// v 4- I-ew feu' 1ileki.� a3 �7 - — — BUILDING--/ea �y 9h 114 C4. f"A J le"r/ /9IC DAILY CONSTRUCTION REPORT T CHECK (,/) 7CD ❑ Sunday ❑ Wednes,'oy WCATM[R O/L4r DAT 9/4V,77 +i Monday ❑ Thursdoy y ❑ Friday TLMP9RATUR9$A.M f2M �p-M ❑ Saturday I PERSONNEL F M L I SUBCONTRACTORS r F ; vi 1 I Sitework I 2 Concrete j 3 I Masonry j 4 Metals,Strum &Arch. I 5 j Moisture Protection &Insulation 6 Metal Doors, Windows, Glass 7 1 Carpentry t _ 8 Tile&Floor Covering 9 Lath& Plaster -- i0 j Plumbing 11 H.V.A.C. .12 Electrical I 13 Elevator I 14 Pair.tina 15 Uthec ! i 16 j 011ier 17 j Staff _ TOTALS ( TOTALS EOU'APMENT: j CONCRETE PLACED Todav! i Sms.olNa --r DAILY CONSTRUCTION REPORT CHECX (If) �J .O swlday ❑ WedM.ca- /�ai7 aAT y/�7/g7 Is ❑ MWfday ❑ ThultlAr w�Ansew ❑ Tuesday JR Friday T NP611ATV11[SA.14 39� ItM n p•M ❑ SotuMay PERSONNEL �� — F M L SUBCONTRACTORS F M 1 Sitework I 2 Concrete I i 3 Masonry 4 Metals,Struct. &Arch. 1 S Moisture Protection&Insulation I 6 D'fetal Doors,Windows,Glass � 7 1 Carpentry 8. 1 Tile& Floor Covering . I Lath&Plaster 10 j Plumbing 11 HN.A.C. 12 Electrical 1 ' 13 Elevator 14 ( Painting i 15 Other - 16 Other -1 - 17 Staff TOTALS' TOTAL- 1 CONCRETE PLACED Toda EQt�1P'.11EVT: —y--- — i Rc_na�rk5 �yo 0e1'S0.4Aa/ an Si c - -- / l ` cc �la� a✓;//�.00yro.r Tc �s/R� 87 - - G/ctoM4011c/ on /�c %�cor/ cc� ,arced of - --.. -- partrin�r no coo 7 ery fio i a/a. o /i1 %r 12 ecobi-t! /Ors Gue/c/i C2 r 'ooi.. o// floes ies ov�ee o eiofia„ is f oce�d _. —tZ__S gn d Ore- Witt coAee�cj%f/s DAILY CONSTRUCTION REPORT 30 CHECK (�/) n ❑ Sunday ❑ Wedrosdoy wuTMeRoYeYCCf f//CQyq „AT y//z�g7 fc 13 J5 Thursday Monda ❑ Tuesday ❑ Friday T MPgRATURKDA.M tiM �^P•M ❑ Saturday I PERSONNEL L SUBCONTRACTORS F1 M 1 Sitework II 2 Concrete XQ11 lee t .H r I 1 3 Masonry 1 1-7 4 114eta1s,Struct. &Arch. 5 1 Moisture Protection& Insulation I 6 Metal Doors, Windows,Glass I ' 7 1 Carpentry I 8 I Tile&Floor Covering TI 9. Lath& Plaster I _ 10 Plumbing I 11 H.V.A.C. 12 Electrical 13 j Elevator I 14 I Painting 15 I Other 16 Other I 17 -Staff (,,fie/e- Su e% / _ TOTALS' TOTALS EQUIPMENT: —T_ CONCRETE PLACED Tudav! Rcmar s /,y/A 9J� w4 // �y V�/c v rc�barS. u14//s tCo/urt�+Sl He��., � - �e� FyY/ fie... O✓.�*p�r hose e To moo�i.:s /.2 r-f- _-__ ". _._ 0 u - in e v- r fs/ ` 9G LQ �v/e i q a `IYVG b�us�. �srwer al %e �rG •y7`on /cy On Mc!(ed-r O-f.�ostll�jy_l�-PT.%G.fJ Yoiw�'S noc./!►�1_�� .------ - . �'ece,�tM4Cadod o-�/ caork e�as�ee�cre/� ' t ■YIIDIND Tod .A-Af DAILY CONSTRUCTION REPORT oo FM CHECK c�) p slMdeT 1� w.dn>c�,, "AT WCATHER O/cvi' ,. o wear O n,,Thursday // a O Tuesday O Friday T MFVAATY11[.A.M IiM 4=P.M- O Saturday I PERSONNEL M L SUBCONTRACTORS F1 M 1 SiEework � 2 Concrete yo�kce. �-artrs / I I 3 Masonry 4 Metals,Struct.&Arch. �- 5 Moisture Protection&Insulation I 6 Metal Doors, 'indows,Glass 7 Carpentry 8 Tile&Floor Covering I 9 Lath&Plaster ! 10 Plumbing 11 J HN.A.C. 12 j Electrical - 13 j Elevator I -� 14 Painting 15 Other — 16 Other ---. 17 Staff we,Ic ,Sc, er ` - TOTALS; IEEE TOTAL- EOUIP't1E.NT: CONCRETE PLACED i Remarks �ory��q occ�� 4rl✓� / Qsf r9sf t/or >L4 e1_/�ec�� 7- -,1 e- rAe!'S eL o v u"t :-y_ v S — --- -,� CA-) � e�t4oV_ rc- � (:?Is n oUA- ---- - ei ao S. --- - - _..Csr�sl ouuo�Ne DAILY CONSTRUCTION REPORT. CHECK (J) ❑ Sunday 0 Wedn tzoy Q/C 4/ DAI f l' S7 f� ❑ y ❑ ThunPav ws�'tNe11 lT J9 Tuesday ❑ Friday T[M►[N11TV N[�A.M V( O 12M V'�'.M 0 Saturday PERSONNEL F M L, ISUBCONTRACrORS F I m ! 1 Sitework 2 Concrete 1714�5' 3 Masonry 4 A'fetals,Struct.&Arch. I S Moisture Protection&Insulation I 6 A1e�i1 Doors,Windows,Glass 7 Carpentry � 8 Tile&Floor Covering 7I I 9 Lath&Plaster i 10 ° Plumbing I '_ 11 H.V.A.C. 12 Electrical ! ITT, Elevator _� 14 Painting I 15 Other I — - 16 Other ail i 17 Staff WG/c -- TOTALS: TOTALS EQU'IPNIENT: _�.-- CONCRETE PLACED Today Remarks A re-9'kr9llG1 cc- in LiI N .._— .-.--- AS CJ rQ� cl_G CC-- O 6-,3,1 'T C) C' / A. _. —____-. o/ crS 10Ar Y -- Faoiw oracee /i/c fo Toru Nor -t- ly�fons. ___ _. ---sT�(L_Qo_ 4_cc ss Te or rola / /cGga�adA cr tu�� Cbt ,' � s-i� Lic e/e DAILY CONSTRUCTION REPORT ,2 :0o Pr CHEEK (,/) ��//'�� / / . 0 $ir ❑ wtdnesdoy W[ATM[11 /14/ S/GG y J/lot10- nAT S7 1• V mwday O Thursday 3G a O Tuesday ❑ Friday T2M►211ATU11[•A.M 12 M "�^►•M ❑ Saturday PERSONNEL G C — F M L ISUBCONTRACTORS Ff _14 1 Sitework I 2 Concrete j I . 3 Masonry 4 Metals,Struct.&Arch. j 5 Moisture Protection&Insulation 6 (Metal Doors, Windows,Glass 7 Carpentry j 8 Tile& Floor Covering 9 Lath&Plaster i 10 Plumbing I 11 HNV A.C. i 12 j Electrical — 1 3 I Elevator I -L 14 Painting 15 Other 16 Other 17 i Staff _ TOTALS` TOTALS EQUIP.fENT: CONCRETE PLACED TodaT Rcmarks-Ik pe/SonOel en 66Frd Loc/c-4 Tai/ci 146X-ad . ---.--..- -- i-7 - ---- -- --- W -2zz, -------�-erg W/ // � Ye v/Or ./ o /HCS enc T�i/JJ-uC.-7L�•�00, sc .UU.GIMa!/, loed /y s4leM N4. DAILY CONSTRUCTION REPORT ,�"30 CHECX (�/) - / O Sunday O Wednes ay /n' G r' y/ice( 87 1e ❑ Monday o Tlwndoy W[ATHCH •i/ R oAT[ 0 Tuefdoy 9 F^doy T[MPICRATU11[/A.M 11M 6 t] Soturdoy PERSONNEL F M L SUBCONTRACTORS F1 '4I 1 Sitework � 2 Concrete 1 3 Masonry I j 4 Metals,Struct.&Arch. j l_ S Moisture Protection&Insulation ( _ 6 Metal Doors, Windows,Glass 7 1 Carpentry 8 1 Tile& Floor Covering I _ 9 Lath&Plaster 10 i Plumbing I 11 HN.A.C. j ----- 12 j Electrical 13 I Elevator � ! 14 Painting 15 Other - 16 Other --- 17 j Staff -- TOTALS' TOTALS EOL'lP\IENT: CONCRETE PLACED Tudavl Rcnlarks --- ,/a Urso 1 re !� s'/Sy f far' IZ'�f 62'"R. — - -- . u.0 dW 1ir o e/'4ion a drei mn silt vL 7�rr So »<!, w�6 ctTr^or /ye c�. Lies 4_1711 -- -- J7/rtf C4in. -- - _ Ir c 7 oo. ;fr /6W �V V cCI Cyc� ,�i -on7/(;lVfnc WOY7LCavi S ru al(/on /d, /d �'ony�AVL UA it 4 ud dd //- S 2-c 14 ------ ca —� A n^g1Zc_r�^ G wuolao Adlmd 641601 ..5-944f, /4— DAILY CONSTRUCTION REPORT CHECK c�) — . - ❑ 54 l ❑ wednelca. yZ?AF7 BVGr CVS/ �wT • ❑ Monday Z ThUrS&V w2ATMsle ❑ Tmsdoy ❑ Friday T MPCRATURW*A.M 12M r•M ❑ Saturday PERSONNEL C — FM L SUBCONTRACTORS F1 M i Sitework 2 Concrete ! 3 Masonry I 4 Metals,Struct. &Arch. I 5 Moisture Protection&Insulation I 6 Afetal Doors,Windows,Glass ' 7 Carpentry I 8 Tile& Floor Covering i I 9 Lath&Plaster Ito Plurnuing 11 H.V A.C. 12 I ElectricalEE ! ! 13 Elevator 14 Painting 15 Other I -- 16 Other 17 Staff -- _ _ TOTALS` TOTAL- EQUIPMENT: CONCRETE PLACED TodaT__ y I i. . Rcmar."s ZZU7d c, /Som e, C ? bc00."44 ------- . _Z9 •. ". c/ 4 Sor / 159.1-0 1,4 R4 41c nA,S // -- -- )e6o4-� ou?4 o{a/96� 6,111;-11"— - ------ �o e/, io_� _/o�_�r3 VVI '[UILDIND ^/On / I�• '8dillS-9 A.. DAILY CONSTRUCTION REPORT z'�� CHECX (i/) •�- ❑ Sunday .a wedoew*v W[ATN[R OCG/C 4S/ nATE �f/ tr7 is ❑ qday ❑ ThuRdov I ❑ Tuesday ❑ Friday T[N�[RATYR[[A.Y I[M ��` X70 r.N ❑ Saturday PERSONNEL F M L SUBCONTRACTORS F j M 1 Site.work 1 2 Concrete 3 Masonry 4 Metals,Struct.&Arch. j 5 Moisture_Protection& Insulation I 6 Metal Doors, Windows,Glass 7 1 Carpentry 8 Tile& Floor Covering 1 9 1 _Lath&Plaster 10 Plumbing I 11 H.V.A.C. 1 12 j Electrical I — 13 Elevator j 1 1.1 j Painting � 15 Other I 16 Other I , 17 Staff TOTALSTOTALS EQUIPMENT: CONCRETE PLACED TodavT Renlirks _ �p;^�C 4rG /Y /' E 6/cv�><iorJ !'on viuo o �'e//9spc• Onfo �oo �i%ISs .. �o'd, ies.l [1Jo/S eni-ya u�- D cv4Tcr gc�uMu�4 �eA, _,.__ - i2Zf- , hf=��41 .t. -3 / -------- #14 /a,, wuotMa t DAILY CONSTRUCTION REPORT et+ecx cJ) wcATMcw 4//J .,AT / 7 87- „ a Y o WY ThuREOy � Tuesday ElFndov TIMItH a1ATURK\A.M l2 M L �^a M1M ❑ $atu/doy I PERSONNEL FM L ISUBCONTRACTORS F1 4I 1 Sitework 2 Concrete I ! 3 j Masonry I 4 Metals,Strum&Arch. i S j Moisture Protection&Insulation 6 Metal Doors,Windows,Glass 7 Carpentry 8 Tile&Floor Covering 9 Lath&Plaster _ i0 Plumbing � I �_ 11 H.V.A.C. 12 j Electrical ! i 13 Elevator 14 I Painting 15 Other I 16 Other 17 Staff ! _- _ TOTALS TOTAL- EQU°1P11ENT: CONCRETE PLACED Today! Remarks Con Cv on —_-._-- o 1eyllies d erq /n o0,449 -14, QXCFV@ // Ip vc/ .XS ___9 _ I-� C 0 7-• OY WHS @ cYq /Gn G7QVC 0(>I/9S — .—.--2r�re exccyq io /eve/ 74"'d T,F,"IM of a :< < %r --- •u1La1Ma ' (.GAO AS' 1 f9 Lf //9; DAILY CONSTRUCTION REPORT CHECK (d) 0 Sunday 0 wednesG» w2wrM2R ' •y/A Dwri to .b Monday 0 Thurse4y 0 Tuesday 0 Friday TtMP[It11TU11[�A.Y ��G ,liM MP.M 0 Saturday PERSONNEL Fj M I L TRA SUBCONCTORS F I M 1 Sitework 2 Concrete I ! 3 Masonry I �� 4 Metals,Struct.&Arch. I S Moisture Protection&Insulation I 6 A1eta1 Doors, Windows,Glass I ' ? 1 Carpentry 8. 1 Tile&Floor Covering 9 Lath& Plaster i 10 Plumbing 11 J HN.a.C. 12 j Electrical I - _ 13 Elevator 14 Painting 15 Other I __ 16 Other I - 17 Stat ' TOTALS' TOTALS EQUIPMENT: CONCRETE PLACED Tudav� Remarks �o Luc/-`i F9erSoAAa/ ,nn Y/A. We-/G6r T/ 9/'/e/ %,l,- YJ — - -- �jySErVv_/oils_'. —. vah—At — .__—.__/+.1�'C/• /il —t� XCCV a O�G S74A /tn 4tc/ 4 �_/�'{��_��aip -. oofi' % J e,q�e/- eJa><e/ / �ir.y e✓rrfcr .n /✓ t As,,✓leray.i�e�5 fof.. _. C ca� slt�T ---'----��IIv dv�iun w4/!rte-6v/ /nST.��v /o✓ NgS S c/' �� of f'� � //, c%✓5� O M FO l� 67 0,7CG O 15 /AT f' wit�- /ASvf Gc� 0A 4/10 CI• CfCrG /ye oih OL ae b/'ss /"u 6C- r-� o ve d :"Fi'nM �li. �� of foot ulsr6 eiare suuo+Ma DAILY CONSTRUCTION REPORT CHECX (�) 0 Sunday o wed—da, WCATMu BYCr C4S „ATZ yZVJ?7 t• 0 MOnday 0 Thursday 0 Tuesday g Fridoy T M1[RATUR[AA.M "M �^ I•M 0 Saturday I PERSONNEL FM L SUBCONTRACTORS F1 M 1 Sitework FT 2 Concrete ! ! 3 Masonry 4 Metals,Strutt.&Arch. / I S Moisture Protection&Insulation I 6 i Metal Doors,Windows,Glass ` 7 Carpentry � _' 8 Tile&Floor Covering I 9 I Lath& Plaster - 10 j Plumbing ! _ 11 H.V.A.C. 12 j Electrical 13 Elevator 14 Painting 15 Other 16 Other -- 17 Staff TOTALS' TOTALS — TudavrEQt.PtEtiT: CONCRETE PLACED i Rc^larksp a !,j Sor s! ofSr-oIMS. -- _-, - y_ �Taa/l a� Yc44rs on d ma/!s ud sr/4G Colu�,� JOE e., �orce,4+e..>4s__ - rola, �jo Berl/;Mo><er. ( e. 8/Ic%did . Com STi�J or/oil 6�'��dQrc- 9�J'9a�lyc. nv/se�e�ST e�,%drer d- BftiarS, / / �crd�c/S _fvt r/ ConStrcicfGd fo y'Of' 9ccedS f/o dower s/46 Qr�4. 11 ` GcJaTc!' /� �ou�t�a� /on �XGPiV4Tlo/! /�eGd S T° e YG,yOvc c�. Gva�e✓- BI'�Seq fel- �aln f /pu.[.r�nc d TrvNr ��"� ��iourls C Livrfe. �aaso over S/1� wo//d �cr, /foss n «d s q wvril/�t 4 1s/�i �T Q/ ��RrS TNLa� S/t�� 7�ro.�r dISGC,4�f a l�+odc /S 6vi(.11�� c�rJ 9/0-4 �vfir T a eSYol.�f e�/'Qiil. / /YO toe/C-4 Oer-6v'l e/ on 6o¢r� 4 >< t4 Is T/.0 c o/ � � U U TTTTTTTTTT S S S U U T S S ^ U U T S � U U T S S S Of MASSACHUSETTS/ INC" / U U T S | ~ U U T S S ` U U U , T S S S . 5 Richardson Lane/ Stoneham/ MA 02180 617-438-7755 ` ' � STEEL INSPECTION REPORT DATE 07-14-87 1 ` / . Welch Group Job No . UTS 7574 Mr . Charles Stone Project 100 Highland Ave. , Salem 15 Front Street Contractor Welch Group Salem, MA 01970 ------------`---------------``---------------'^---------'-'----------`-^- � A trip was made to the above site for the Purpose of inspecting ; � structural steel . Upon consultation with job superintendent inspector | _ � was informed that erection of steel was still taking place and no one � area had been completed . The job superintendent expressed concern ' � with moment connections completed at this time . After a review of � structural prints all moments completed at this time were inspected . � Moments on the 1st Floor 5A/ 5b / 4B/ 40 / 3B-A/ 3B-B" All moments � 7 listed above were completed to job specifications 5/16" fillet welds � , 3'/ minimum on both sides of moment plates . All moments listed above were complete and no objectionable practices were observed , / � ^ ! ` - ~ , INSPECTOR : R.H. min" day + 1 hr " U T S OF MASSACHUSE INC. travel . Reviewed �� BY : Michael Desh | er U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S s U U T S S f U U U T S S S a 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 t STEEL INSPECTION REPORT DATE 07--24-87 2 ! Welch Group Job No . UTS 7574 E Mr . Charles Stone Project 100 Highland Ave. , Salem 15 Front Street Contractor Welch Group Salem, MA 01970 ' ---------------------------------------------------------------------------- Arrived at job site for. in<spection of welded anchor bolts and bolted anchor- bolts. All units inspected were found to be satisfactory. f D {4 j(P S t S !yy i k Q 9 l INSPECTOR ; S.A. min. day + 1 hr . U T S OF MASSACHUSETTS, INC. travel . Reviewed By : Michael Deshler WD U k` T OF MASSACHUSETTS, INC., �\ ^ 5 RICHARDSON LANE, STONEHAM, MA ,02180 617-438-7755 J08 NO OTS 7574 Client THE WELCH GROUP project 100 HIGHLAND AVENUE, SALEM, MA Contractor THE WELCH GROUP Subiect SOIL EVALUATION Date 7-1-87 A review of soil laboratory tests on samples 117990 and 117989 indicate that the gradation requirements of Para. B of Part 2 of Section 02200 were in conformance. j Compaction tests conducted on site on June 22 and 23 of 1987 (4 tests) showed compaction to be 100% in three tests and 92% in one test. The one test at 92%,was due to a 7% moisture in the soil as opposed to a 13% moisture when tested for maximum density. These test results indicate that the project specifications have been confirmed. Together with reports dated April 21, 1987 and June 2, 1987, the soil conditions at this project site are to be considered satisfactory. Engineer: Frank E. Rudzinsky Mass. Reg. #10105 4 hours Z„ OF MAs� c r FRnry sc\ U T S OF MASSACHUSETTS, INC. F 1 !R ` Reviewed / P 5 By: � Michael Deshler / yoFcSG� r U ro T OF MASSACHUSETTS, INC. ( ^ 5 RICHARDSON LANE, STONEHAM, MA 02180 617-438-7755 J` JOB NO UTS 7574 Client THE WELCH GROUP Proiect 100 HIGHLAND AVENUE, SALEM Contractor THE WELCH GROUP Subiect SOIL TESTS Date 6-18-87 Proctor Density Test Maximum Dry Density: 131.5 pcf Mechanical Analysis Optimum Moisture : 9.5 % % Passing Moisture Density Relationship _ Spec. 14� I 1 I I I 1 1 I l l 211 94.0 1 1/2" 87.5 1'1 82.2 I , II • 11 . 1 � � , � I 1 3/4" 76.2 1/211 68.8 50-85 1 3/8" 63.4 114 51.4 40-75 #10 38.6 #20 24.7 #40 15.9 I I I 1 1 � 11 1 I I 1 I 1 J 1150 . 12.3 8-28 120 1180 9.2 'f 11100 7.3 1 . 1 1 1 1 11200 3.8 0-8 MA DPW M1.03.0 Gravel 1 " 1 1 ! i Borrow 110 Sample # 7990 1 1 1 1 1 1 1 i I 1 1 1 I Description : Brown IPI ' C-M+,F SAND and F-C 100 " gravel trace silt Source : Cellar 112 90 I , 0 5 10 15 20 25 Moisture (%) U T S OF MASSACHUSETTS , INC . Reviewed By : Michael Deshler 4 1 U T OF MASSACHUSETTS, INC. S5 RICHARDSON LANE, STONEHAM, MA 02110 617-411-7755 JOB NO UTS 7574 Client THE WELCH GROUP Proiect 100 HIGHLAND AVENUE, SALEM Contractor THE WELCH GROUP Subiect SOIL TESTS Date 6-18-87 f Proctor Density Test Maximum Dry Density: 121.1 pcf Mechanical Analysis Optimum Moisture: 13.0 % Passing Moisture Density Relationship spec. 140 1 11 2" 100.0 1 1/2" 91.9 I ! I I I 1 1 1 1 1 1 1" 89.3 I I 1 I I I 11 1 3/4" 84.4 i 1/2" 76.5 50-85 I t II 1 Ii I I I itl 3/8" 62.7 b #4 52.2 40-75 I I I I I 1 1 1 1 I #10 42. 1 Iltill 1 I I I i r 1 1 I 1 1 1 I I I I l i 1 I I I I I #20 29.6 Ii40 20.0 i I I I I I I I I # J I 1 I I 1 1 ! 1 I 1 1 1 1 1 I I I I #50 15.3 8-28 1 I I ! 1 11 I 11 ! 1 X180 10.8 11 1 I I I : 1 1 I 1 1 , 1/{0 O 20 I 1 1 I I I #100 8.3 # 11200 4.5 0-8 MA DPW M1.03.0 1 1 1 1 1 1 1 1 1 1 1 1 ! I 1 I Gravel Borrow 11 I I I I I I � I I I I Sample T 7989 110 1 I I I I i Description : Brown I I I I I I I I I i I I C-M -F SAND and F-C gravel trace silt i00I I I I I I I ' I Source : Cellar 1!1 • 1 I I I I � I I I I 1 I 0 5 10 15 20 25 Moisture U T S OF 2IASSACHUSETTS , INC . Reviewed By : Michael Deshler ` U U T S S X �� f U U T S { ^ U U T S S S Of MASSACHUSETTS/ INC. U U T S ' U U T S S U U U T S S S RECEIVED JAN q � ��7 " _ _ � "wvv l` 5 Richardson Lane / Stoneham/ MA 02180 617-438-7755 00Ti REPOPT DATE 01-16—S7 17 we | ch Grown Job . No . UTS 7774 Kr . Char | ps Sfonp Pr04c + 100 Highland A,e. / Sa ! s !� ` 5 Fr:n+ street Contractor We ! ch Grour So | pm 14 O197O ------------------------------------------------------------------------- TrarsPorIaIion :f ore samp | p of soi | fr :n Nor theast Corner an! one sanr / e of Northwest Corner * : the ! at ":r tpstinq . - ^ ^ � � � ^ � ^ ^ , — ' ' \ ` VF YA?Qn7-' ---T C . yJ/ uIrn/p ! 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No . UTS 7574 Mr . Charles Stone Project 100 Highland Ave. , Salem 15 Front Street Contractor Welch Group Salem, MA 01970 ----------------------------------------------------------------------------- Observed backfill operation a# interior- of the building a# the east side. A soil consisting of medium sand gravel containing numerous i pebbles and some cobble: was being placed in 1.2" lifts and compacted with a plate vibrator . Total backfill will be 3 1/2 ' . Advised that ' the last one foot be void of cobbles more than 6" in size. Resulting soil surface will support at le'a'st 1 1/2 ton (30004) per square foot . i After consultation with the architect , Statler Gilfillen, and the structural engineer , Joseph L. Standley, advised that soil samples i of onsite and borrow gravel be tested for confirmation to the t. specification) Para . b of Part 2 of Section 02200. To meet the 45% 4 compaction requirement , field testing will be required . i r INSPECTOR : F. E. Rudzinsky, P.E. U T S OF MASSACHUSETTS; INC. Mass. Reg . 110105 4 hours Reviewed BY : Michael Deshler- U U TTTTTTTTTT S S S U U T S S ^ ' U U T S U U T S S S Of MASSACHUSETTS/ INC" U U T S U U T S S U U U T SSS \ 5 Richardson Lane/ Stoneham/ MA 02180 617-438`7755 ^ CAISSON INSPECT. REPORT DATE 03-1O-87 2 Welch Group Job " No . UTS 7574 � Mr " Charles Stone Project 100 Highland Ave. , Salem 15 Front Street Contractor Welch Group � ` Salem , MA 01970 � ` -`----`---^-----------------------------------------`---------'---------- ` The above site was visited on 3-10^87 for the purpose of caisson � obstruction verification and concrete inspection. This inspector monitored the removal of numberous obstructions in Caisson C-15 . The � obstructions consisted of small boulders and concrete pieces ranging in ' ` size from 1-3 feet in diameter . The bottom of the caisson is bearing on � � � a layer of sand and gravel Providing an excellent base. Concrete was ^ � poured at 11 : 45 test cylinders were taken. � / " � Caisson C-13 was begun at 12145 and obstructions were once again � encountered . Numerous small boulders in the hole impeded the placement ' of the first shell and at around 12 feet a large obstruction was or encountered causing the rig to be pulled off the hole and the area � e cavated by backhoe" � � CAISSON INFORMATION v , LOCATION DIAMETER DEPTH CYLINDERS � ' - C-15 3 / -O" 10 -6" Yes ' C-13 Not finished 3-10-87 due to obstruction in the hole . ^ ` , � � ; �� 8�� D 0 �� °��.^,�. �^ '^ « w � ^, m��\ � � INSPECTOR : B. W. U T S OF MASSACHUSETTS / INC. Reviewed / BY : Michael Deshler , - U « / / / / / / / / / / Z� ZD Z� U U T S S . U U T S U U T S S S Of MASSACHUSETTS / INC" U U T S � U U T S S U U U T ISSS 5 Richardson Lane/ Stoneham/ MA 02180 617~438-7755 CAISSON INSPECT . REPORT DATE 03-11-87 3 Welch Group Job . No . UTS 7574 Mr . Charles Stone Project 100 Highland Ave. , Salem 15 Front Street Contractor Welch Group Salem, MA 01970 ------------^-----`----------`-`-------`--------------------------------- The above s � te uas visited on 3-11-87 for the Purpose of caisson obstruction verification and concrete inspection " Caisson C-11 was - begun at 7 : 00 a . m. and at a depth of approximately ten feet . A large obstruction was encountered / at 10 : 00 the rig was pulled off the ho | e and the area was excavated by backhoe" A water problem existed which obscured the observation of the obstruction. It was later determined that the obstruction was | edge material . Caisson C-S was begun at approximately 10130 and at approximately eight � feet six inches another obstruction was encountered and ! edge was � ' verified " Caisson C-7 was begun at 2100 and verified ! edge was hit again at � eight feet six inches . The structural engineer okayed a one foot layer � � of stone on top of the | edge for the concrete to bear on. No concrete � was poured 3-11-87 ^ � � - ' ` � K��r~�1�C�r� - v^�w�� ' __ ' ( � � INSPECTOR : B.W. max day + 1 hour U T S OF MASSACHUSETTS, INC" travel Reviewed By ! Michael Deshler � �«' � ~ - -_- - - , --- __--- -_-_- ---- - - - - � U ' U T S S ; U U T S � U U T S S S Of MASSACHUSETTS/ INC.` " U U T S | U U T S S U U U T SSS `( \ 5 Richardson Lane/ Stoneham/ MA 02180 617-438-7755 CAISSON INSPECT " REPORT DATE 03-12-87 4 Welch Group Job . No . UTS 7574 ' Mr . Charles Stone Project 100 Highland Ave. , Salem 15 Front Street Contractor Welch Group Salem , MA 01970 ------^------------------------------------`----''--`-------------------- An inspection performed at the above mentioned site involved the visual inspection of caisson obstruction verification " Caissons OC-16 was begun ^ � — at 12 : 30 p . m. and a depth of approximately 10 feet and verified ! edge � / was hit . No cylinders were made but they poured at 3130 p . m. . Drilling ' � machine broke down at 9 : 15 and also at 1200 . ' A concrete test was made and a set of cylinders were made at Caissons C-8 and C-7 . � � f � ^ �^ ^ ` � ^ ` — . ��\r7� 0PQn / ov�°��`.� , .'�, r`, " u � ��< � INSPECTOR ; G.N. U T S OF MASSACHUSETTS / INC. Reviewed By ! Michael Deshler � U U TTTTTTTTTT 5 5 5 � kL U U T S S ' U U T S U U T S S S Of MASSACHUSETTS/ INC" U U T S U U T S S It I / UUU T SSS \ 5 Richardson Lane / Stoneham/ MA 02180 617-438-7755 - � ' CAISSON INSPECT . REPORT DATE' 03-13-87 1 Welch Group Job " No . UTS 7574 � Mr " Charles Stone Project 100 Highland Ave. , Aa | em ^ 15 Front Street Contractor Welch Group Salem, MA 01970 � `-------------------------------`------------^----^------------------------- ' The above site was visiFted on 3-13-87 for the purpose of caisson ; inspection and the inspection of the concrete " Ledge was verified on the - bottom of Caisson C-11 . One foot of crushed stone was placed in the bottom of the caisson prior to placement of the concrete. Test cylinders were taken on C-11 " � Caisson C-3 was delayed by a hydraulic hose breakdown on the rig " This concluded the drilling for the day. � IRECEIVED APR ; � � + � ; ^ ' ^ � ' ^ ^5047 �� 8QR � �� "»w°��°"v�~� ^,�m - ° wwv ( � INSPECTORi B. W. U T S OF MASSACHUSETTS INC " Reviewed By , Michael Deshler U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. ' U U T S U U T S S U U U T S S S r( 5 Richardson Lane, Stoneham, MA 07.180 617--438-7755 r i Caisson REPORT DATE: 03--16-87 5 i• Welch Group Job . No . UTS 7574 r Mr . Charles Stone Project. 100 Highland Ave, . , Salem z i.5 Front Street: Contractor Welch Group Salem, MA 01970 _.._.._...__-._.__..----'--------'----'-'-'-----"-------------------'-_.._--_.._"--'-----'----.---'-'---"- The above site was visited on 3.. 16-87 for the purpose of caisson obstruction and bottom varification. Concrete inspection was also performed . Caisson C3 was rdri l led in then morning and ob=structions p; were encountered .. The bottom of the caisson is bearing on a varified layer of 'fi 'ne silt & sand with clay which is the layer called for in the specifications. Concrete was poured at 1045 a .m. and no cylinders i tdr..,re taken. ' Caisson C13 was chi l led during the afi:e:.rnoon and completed at : :30 p .m. l The bottom of the caisson is bearing on the 'fine sift and sand layer t with clay mixed in . -icrst cylinders were taken an Caisson C13. fi t INSPECTORt B.W. U T 6 OF MASSACHUSETTS, INC . Reviewed By : Michael De•sahler- y"YY RECEIVED APR 0 91987 - - U U T S S U U T S U U T S S S Of MASSACHUSETTS/ INC" U U T S U U T S S UUU T SSS 5 Richardson Lane/ Stoneham/ MA 02180 617-438^7755 � . Caisson REPORT DATE O3-17'�87 6 Welch Group Job " No . UTS 7574 Mr " Charles Stone Proiect 100 Highland Ave. , Salem 15 Front Street Contractor We | ch Group Sa | em/ MA 01.9 '0 ------^`-'^`----------~------------------`-~-----------~---^^-`---------- The above site was visited on 3-17^87 for the purpose of caisson and concrete inspection. Caiss^ n C1 beqan at 7 � 00 a .m . and several - obstructions were encountered in the form of concrete and rocks" At 1O : 00 a "m. a major obstruction yas uncovered in the bottom of the hoIe. The obs+ruction turned out to be a | ar9e piece of concrete uauhich ' proved unmovable" At 10 : 30 a .m" the backhoe was brought in to excavate the obstruction so the rig was Pu | | ed off the ho | e at 10 ; 5O a ^m. and � ` moved to a neu | ocation" Caisson C2 began at 11 ; 0O a .m. QTIC e aqain numerous nbs+ruc+ ions uere encountered and at a depth of at 5o a b u r r i e d concrete ua | | uas hit causin9 doun time" At 2 ; 00 p "m" +he chain on the rig broke ceasinq d r i | | i ng a c t i v i t i es f o r t h e d a y " No c o nc r e t e P o ur ed a nd no c y i i n er s were taken" - ^ � � \ � INSPECTOR : B"W" max " day + 1 hr . U T S OF MASSACHUSETTS/ INC. � trave | " Revieued ' �� RQ1OQ7 By � Michae | Desh | er � �� rw ^. w * �� ``_ - � ~ r'-- - � U U T S S � U U T S U U T S S S Of MASSACHUSETTS/ INC" U U T S U U T S S U U U T SSS (� 5 Richardson Lane/ Stoneham/ MA 02180 617-438-7755 \ � � Caisson REPORT DATE 03-18-87 7 Welch Group job . No . UTS 7574 Mr . Charles Stone Project 1OO Highland Ave. , Salem 15 Front Street Contractor Welch Group Salem, MA 01970 ------^~`--~-'--~--------`----^------------------------------------------ The above site was visited on 3-18-87 for the purpose of caisson and concrete inspection. Caisson CIO began approximately 8 : 00 a "m^ - ledge was varified in the bottom at a depth of about 84» ^ The bottom was cleaned and 1 foot of crushed stone was placed at the bottom of the hole on the ledge. The concrete was poured at 11 : 00 a .m. no cylinders were taken. ; At approximately 11 : 30 a "m" the chain broke on the rig causing down � � time, At 2 � OO p . m . the rig was reactivated and drilling was resumed . � �� ' Numerous obstructions ranging from 1 to 3 / in diameter were encountered v ' and removed creating obstruction down time, Caisson C9 was not � completed as of yet " , ` � � ' , ^ � � \ � � INSPECTOR : B.W. max . day + 1 hr " U T S OF MASSACHUSETTS/ INC` travel . Reviewed By ! Michael Deshler VI) By ! RECEIVED AN D Q @C-27 | U U T S S � U U T S U U T S S S Of MASSACHUSETTS/ INC" U U T S U U T S S U U U T SSS ' 5 Richardson Lane/ Stoneham/ MA 02180 617-438-7755 , ; Caisson REPORT DATE O3-19-87 8 � , We | ch Group Job " No . UTS 7574 Mr " Charles Stone Project 1O0 Hi9h | and Ave . , Sa \ em 15 Fron+ Street Contractor We | ch Group � Sa | em/ MA O197O � -'--_.-~--``-`---.`-.-------,-----------------------------_---.---------- Caisson C9 Diameter 4 / 8 ' deep from | edge to surface of concrete and | 1 ' of crushed 3/4" stone dumped over ! ed9e. No foundations uere foUnded , - ` on boulders or ( edge" Caisson C6 Diameter 6 / 6'/ 9/ from the grade to the | edge" 1 ' of crushed � 3/4o stone dumped on ledge. � Caisson C9 began at 70O to pour and finished at 11a .m. � � Caisson C6 started at 113S a .m" � � , � � � ' ` ` ' - ' INSPECTOR ; F^A. U T S OF MASSACHUSETTS, INC" Revieued R��p��fU��[� �� " Q �� By � Michae | Desh | er r�'�y ` U U T S S U U T S yU U T S S S Of MASSACHUSETTS/ INC. i U U T S ' U U T S S � ' U U U T SSS ^ / 5 Richardson Lane/ Stoneham/ MA 02180 617-438^7755 \` ^ ) � Caisson REPORT DATE 03-20-87 9 � � Welch Group Job " No . UTS 7574 '| Mr " Charles Stone Project 100 Highland Ave . , Salem ' 15 Front Street Contractor Welch Group Salem , MA 01970 ------------------------------------------------------------------------- . The above site uas visited on 3`2O-87 for the purPose of caisson and � concrete inspection" Caisson C4 began at 700 a "m" and a large � » - obstruction was encountered at approximately 8100 a .m. The rig was pulled off the hole at 8145 a .m. Another backhoe was brought in for � excavation " The obstruction was confirmed as ledge material ., � ` At 9100 a .m. Caisson C5 began and no major obstructions were encountered ' ~ � The bottom was varified as ledge so 1 ' of crushed stone was placed on � � the cleared bottom and concrete was poured . Cylinders were taken, � C4 was backfilled and redri | | ed down to the ledge but concrete was not poured , ' . ^r � � �. , _ ' ^ ^ ` \ INSPECTOR ' ~ W U T S OF MASSACHUSETTS, INC,. RECE|y � � APR q1�� Reviewed By : Michael Deshler pr'« .-- ' - -'--'- -- . ' --' -- -�-'--------------- / U U T S S U U T S U U T S S S Of MASSACHUSETTS/ INC" � U U T S � � U U T S S ' U U U T SSS \ 5 Richardson Lane/ Stoneham/ MA 02180 617-438-7755 CAISSON REPORT DATE 03-23-87 10 Welch Group Job " No . UTS 7574 Mr " Charles Stone Project 100 Highland Ave. , Salem 15 Front Street Contractor Welch Group Salem, MA 01970 -----`^--------------`-------------~-'-------------~~~~----------------'- The above site was visited 3-23-87 for the purpose of caisson and concrete inspection. Caisson C-4 was cleaned out down to verified ledge ' - ^ and one foot of crushed stone was placed in the bottom. Concrete was ' poured at 9 : 00 a .m. and no cylinders were taken" � � Caisson C-2 was begun at 1 : 00 p "m" and a feu minor obstructions � were removed by hand . The hole was not completed 3-23-87 so no concrete was poured " »�~°y ' , , ' - ' ( \ INSPECTOR ! B.W. max day + 1 hour U T S OF MASSACHUSETTS / INC. travel Reviewed By / Michael Deshler � v RECEIVED APR � �� , �~~�~~� ^ "~°~ � ^ - rr '~.v ~- U U TT |7T1l | | | 5 5 5 U U T S S U U T S U U T S S S Of MASSACHUSETTS/ INC" U U T S � U U T S S / ^ / U U U T S S S \ 5 Richardson Lane/ Stoneham/ MA 02180 617^438-7755 � CAISSON REPORT DATE 03-24-87 11 � ` Welch Group Job " No . UTS 7574 � Mr " Charles Stone Project 100 Highland Ave . , Salem � 15 Front Street Contractor Welch GrouP Salem, MA 0197O ^ . ^-~^~.`-.`----------------------^--^^`'-'.`-------------------_-----__--- The above site was visited on 3-24-87 for the purpose of caisson � and concrete inspection. The bottom of Caisson C-2 was cleared and ` � - � ledge was verified . One foot of crushed stone was placed in the bottom and concrete was poured at 9 : 30 a .m. Cylinders were taken" " Caisson C-1 was begun at 10 : 30 a "m" and at 11130 a "m" a major ) � ` obstruction was encountered in the bottom of the hole. The obstruction � ^ Proved unmovable causing downtime. At 1 : 00 p .m. the rig was pulled off � and yoved to Caisson C-12. The layer of silty sand and clay mix was � obtained for the bottom of the caisson to bear on. A feu minor � obstructions were encountered " Concrete was Poured at 3 : 00 p "m" and no + � cylinders were taken. � ^ , � ~ � ^ ' | � ` / \ INSPECTOV B.W. U T S OF MASSACHUSETTS/ INC. - O � Reviewed JECE^JcF8D@ �w97 By : Michael Desh | eff^ U U T S S ' U U T S � � U U T S S S Of MASSACHUSETTS/ INC" � U U T S / U U T S S � ` U U U T SSS \ 5 Richardson Lane/ Stoneham/ MA 02180 617-438-7755 ` | ^ � ` CAISSON REPORT DATE 03'25^87 12 . Welch Group Job " No . UTS 7574 � Mr " Charles Stone Project 100 Highland Ave . , Salem 15 Front Street Contractor Welch Group � Salem, MA 01970 ' ^^----------'-`-----------------------^-----^``^~'``-----------`-`------- The above site was visited on 3-25-87 for the purpose of caisson � ` and concrete inspection. A backhoe was brought in on Caisson C-1 to � ^ - excavate a piece of foundation obstructing the hole . The obstruction proved unmovable and a ram hoe was brought in at 12 , 00 p .m. At 2100 p " m, the shell was set for C-1 and the rest of the day was spent backfilling around the shell . No concrete was poured 3-25-87^ The obstruction ' resulted in eight hours downtime on the rig " � � ^ -- � / � v � - � , \ ` INSPECTOR : B.W. max day + 1 hour U T S OF MASSACHUSETTS, INC^ travel Reviewed By , Michael Desh | er� � �^ � , RECEIVED APR O 9 11987 U U . . . . . . . . . .. S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S t U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 617--438-7755 4 v t CAISSON REPORT DATE 03-26--87 0'' Welch Group ,.lob . No . UTS 7574 Mr- . Charles Stone Project 100 Highland Ave. , Salem a 1.5 Front Street Contractor Welch Group i Salem, MA 01970 p ------------------ The abwrcz siteco<;<; visited on 3-26-87 for t h c.= purpose of caisson t anCl concrete inspection. Caisson C-1. Was cleared out and a silty sand 9 r ` and flay layer Was obtained . Concrete was poured and cylinders were l E F. taken. { Caisson C-"17 Was begun at 9 : 00 a .m. and no major obstriuctions were 4 encountered . A few smaller obstructions were removed by Hand causing 's t about one hour ' s downtime. The bottom is hearing on a silty sand and 4 clay layer . Concrete Was poured and no cylinders were taken. `t l b e k ' INSPE::CTOV B.W. U T S OF MASSACHUSETTS , INC . Reviewed RECEIVED RPR 0 9 1987 BY : Michael lie<.: rIer ®INE 1I .�1 CC..11111......E It �.►t � ..11111.......11 �1... .x..11111.......11111.M!. .x..11111 Fm.rel eA.III!P MIMSm .x..11111.......11111... .x..1.1!111.......11111... .��►11l�1!!��lrJ.....11lil... mii'gill 1l 1AM.JIM =01WR ....11111.......11111.x■ . ..11111.......11111..E .0..11111.......11111... .x..11111.......11111... ...11111.......11111... 0..11111.......11111... ..11111.......11111... ...11111.......11111.. 0...11111.......11111. 1.=: ..0x......1111 11111.......11111... 0...11111.......11111..= ....11111.......11111.. ....11111.......11111... ....11111.......11111..• .x..11111.......11111..• ....11111.......11111.x• .x..11111 x......11111..• ....11111....... 1111..• ....11111.......11111..• ....11111.......11111..• ....11111.......11111..• 1RT INT Mm 1111 1111..11111..• ......11111..• kk& AM Fl7LxftTION CO., INC. Job C= T%� 3' /Gt' /!• /' /o•.�d P 'Osr Caisson Plan Actual Plan Actual Plan Date: No. Sbaft Sbaft Bell Bell To Actual Plan Actual To Bottom Bottom Obstructions Iterks �vewcFc yd-470 C- G d " G =p " _ E� Gl _AfC,1GE C --7 l a .7—0 / O/1�i0 w O _ _ /FSS+ !' • 1 1 • I f - I New gland o�Co., Inc. B ctor V ?W �I,JeQc� By� (�� p< ui5 RECEIVED APR 0 9 1987 ..• ., . 4.. NEW DUAM FM t1ATICN Co. , INC. Job ? 1 i/. wa/ // �1 dg Caisson Plan Actual Plan Actual Plan Actual Plan �. No. Shaft Shaft Bell Bell To To Actual Date: Bottom Bottom Obstructions G Je•9 sv Rer, rks >� x• 5 >�.�- ' f��' ,orf- ,�� COA,br4F'F vlfcj �F r �4�' y f�t •4 fy err a�crrk��F d'a/�fr �4J • ,6a-, keit rk T �� II I S i i New England Foundation Co., Inc. By Gen�erlontractor By, �Soiineer By RECEIVED APR 0 9 Jul • %�.�iuu .Q 4✓,�l ^'-- urs • NEW ENGIAM FLXXftTION 00.1 INC. Job Date: Caisson Plan Actual Plan Actual Plan Actual Plan Actual No. Shaft Shaft Bell Bell Top To Bottom Bottom Obstructions gemarks 3= 0 ' C.. iJ .7 0 T o — — xCe P, rf'Y �FLsJ d' rr i i r t i . I i New gland Fo dat Co., Inc. BY (�r2.p Y"o • e Con ctor 7lLu v PcK. C'Io+�+: ginee BY RECEIVED APR 0 91887 ��. �/'�" J uTs ....a'r.�., ..r.erur... ...,:. .. .;Y-. .. v. .:. - .. .. ra ... .s -...:u.a... .... ..a .s. . .. - a. ..a.n.: �. _..W ... .... ' U U TTTTTTTTTT S S S F U U T S S U U T S U U T S S S Of MASSACHUSETTS / INC" U U T S U U T S S UUU TSSS / � 5 Richardson Lane/ Stoneham/ MA 02180 617-438-7755 � v � CONCRETE INSPECTION REPORT DATE 03-10-87 1 � � We | ch GrouP Job No UTS 7574 � Mr " Char | es Stone Proiect 1O0 High | and Ave. / Sa1e ` 15 Front Street Contractor We | ch Group Sa | em/ MA 0197O Conc . Co . Lynn Sand & Stone ` -------------^--------------------------------------------------------- CLASS CONCRETE 3000:' 3/4" CUBIC YARDS 8 � DRY WEIGHTS MATERIALS Cement Brand Name Fine Aqgr " Source Coarse A�gr " Source Admixture B/ and Name Admixture Brand Name � Water Source � '-`- -^-----_----------------- � --------------'-'------------------------ - TEST SAMPLES LOCATION � 4 Cy | inders onA. Caiss � C 5 � - � S | umP 3n / Air con+ . 4.9%/ Air temp . 2O / Conc . temp " 56 / Truck t3/ Ticket 99556/ Time 11 � 45 ' r y ' r � ' - { ' ---``------------^----^-`-------------------------`---------------------- Moisture in Sand % PLANT GRADATIONS � Moisture in C" Aqgr , % F. M" SAND F"M" C . AGGR. No " of Determinations �8 Weights Adjuste� t � ComPensate �1OO -4 for Moisture �5O 3/8o � Sand Co | ormetric 2'/ � �16 3/4« REMARKS � � mx� RECEIVED� 8P0O � �� - wv , INSPECTORSU T S OF MASSACHUSE INC . Piant- Revieued ` Fie | d- B.W . max day + 1 hour trave | By � Michae | DesI el- U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS/ INC" U U T S U U T S S U U U T SSS 5 Richardson Lane/ Stoneham/ MA 02180 617~438~7755 CONCRETE INSPECTION REPORT DATE 03-11-87 2 Welch Group Job No . 11 S 7574 Mr . Charles StoneProiect 10 High | and Ave. / Salem 15 Front Street Contractor Welch Group Saiem/ MA 01970 Conc . Co . ----------------------------------------------------------------------- CLASS CONCRETE CUBIC YARDS _ DRY WEIGHTS MATERIALS Cement Brand Name Fine Aggr . Source Coarse Aqgr " Source Admixture Brand Name Admixture Brand Name Water Source -`---~``----------~---------------------------------------------------- TEST SAMPLES LOCATION Transportation of one set of cyiinders cast on 3-1O-87 to the | ab for test � n� ^ - ^ � Moisture in Sand % PLANT GRADATIONS Moisture in C. Aggr , % F. M. SAND F .M. C . AGGR � No ., of Determinations �8 WeiAdiusted to Compensate �1O� �4 for Moisture � Sand Co | ormetric Test REMARKS � -4 � RECEIV�� AP� � � � � --'- - �, ~ w �r�7 � � INSPECTORSU T S OF Mft;SSACHUSETT INC . P | ant- Revieued � Fie | d- D.W. By � Michae | Deshier U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. 11 U T S U U T S S 1 U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 t• N CONCRETE INSPECTION REPOR-( DATE: 03-12-87 pb Welch Group, job No . UT`': 7574 Ml" . Charles Stone Project 100 HighlaSalem , MA 01970 Conc . Co . Lynn Sand nd Ave. , Salem1,r- , Front Street Contractor Welch Group e } Stone bffi ------------------------------------------------------------------------ .L: J S CONCRETE 3000000 3/4" CUBIC t1 - Y ARDS . ` _ DRY WEIGHTE MATERIALS . Cement Brand Name Fine Aggr . `Source Po 1 k, Coarse f�lgg'i Source. Admixture Brand Name- Admixture ame-Ar11TII %::tU.i-i_; Brand Name Water _our;_ ... ------------------------------------------------------------------------ TEST SAMPLES LOCATION Cylinders Caisson , C-7 0=11'} Slump 3 ' , Air runt . 4 . 2X , Air temp . ..`= _ �:i _. , Conc .. WA temp . 64) Truck 0 Ticket .M1.JII�6 �i •1, Time .9 : 0f_+ a ------------------------------------------------------------------------- P s[q Y€Y f } f Y Moisture in Sand nd i•Lt"N GRADATIONS t r... Moisture In C. 1`-lggr . ,`'a F.M. SAND F.M. I..illGGj;i. . No . of .Det'!i:'rmIslat1ocls " 0.100 v4 for Moi turn: .. Weights Adjusted to Compensate Y: 050.. r _In-. Colormetric Test 030 ].;"::. 016 3/4'' REMARKS : OF.. iti 04 RECEIVED APR 0 1941 Tll r l i. INC . Plant- ! 'l ; fvi ! Field- G .N . max da + 1 hour travel By ! Michael 11 . h ! 1 U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS/ INC, U U T S � U U T S S U U U T S S S \ 5 Richardson Lane/ Stoneham / MA 02180 617-438-7755 , � CONCRETE INSPECTION REPORT DATE 03-13-87 4 ` Welch Group Job No . UTS 7574 � Mr " Charles Stone Project 100 Highland Ave . , Salem 15 Front Street Contractor Welch Group Salem / MA 01970 Conc . Co " Lynn Sand & Stone ----`----'-----------------------------------^--^--''----^-----^------- CLASS CONCRETE 30000 3/4'/ CUBIC YARDS 7 � > DRY WEIGHTS MATERIALS ' — Cement Brand Name ; ^ Fine Aggr " Source � Coarse A99r . Source � i Admixture Brand Name ^ Admixture Brand Name ` Water Source � �� --------��----`-------------------------------------� - TEST SAMPLES LOCATION 4 Cylinders Caisson ! C-11 ; � Slump 3n / Air cont . 4.8%/ Air temp " 35 / Conc . temp . 64/ Truck 032/ Ticket 099668/ Time 12 , 00 ' ^ ` � / ' ' � ^ ' — ' —.......-----------------------------------------'-------------_-------------- Moisture in Sand % PLANT GRADATIONS Moisture in C. Aggr " % F.M. SAND F .M. C ^ AGGR . No . of Determinations to Weights Adjusted to Compensate 0100 04 for Moisture 050 3/81, Sand Coiormetric Test 030 1/2" 016 3/4n REMARK0 O8 10 oll:4 1 1/2" � ` ��/�� 8DD � � �7 �--~~~� , ~^~, � ` . - v /v,/ INSPECTORQ U T S OF MASSACHUSET INC " Plant- Revieued Field— D .W . max day + 1 hour travel Jy : Michae { Desh | er � � _ U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS/ INC. U U T S U U T S S U U U T SSS 5 Richardson Lane/ Stoneham/ MA 02180 617~438-7755 � � CONCRETE INSPECTION REPORT DATE 03-13-87 5 � ' Welch Group Job No . UTS 7574 � Mr . Charles Stone Project 100 Highland Ave . , Salem � 15 Front Street Contractor Welch Group Salem, MA 01970 Conc . Co . � ------^---------------------------------`L.�.'......'................... � CLASS CONCRETE CUBIC YARDS � ' _ DRY WEIGHTS MATERIALS i Cement Brand Name � Fine A99r , Source � Coarse Agqr . Source � Admixture Brand Name \ Admixture Brand Name � Water Source � ----^----``----^--`''---------'------------------------------`---^----- ' TEST SAMPLES LOCATION � Transportation of one set of cylinders cast on 3-12-87 to the lab for testing , ^� � , , � ' ^ _ ~ -----------`—'----------------------------------------------------------- Moisture in Sand % PLANT GRADATIONS Moisture in C. A9gr . % F.M. SAND F.M. C.AGGR. No , of Determinations 08 Weights Adjusted to Compensate 0100 04 for Moisture a50 3/8'/ Sand Co | ormetric Test 030 1/2» 416 3/4" REMARK& /^ �4 1 1/2" \ RECEIVED APR' INSPECTORS : U T S OF MASSACHUSETT C ^ Plant .. Reviewed k\0 Ki �/^ Field- B .W. By : Michael Deshier � U u / / / / / / / / / / a � a U U T S S U UT S U U T 5 S S Of MASSACHUSETTS/ INC" U U T S U U T S S . U U U T SSS 5 Richardson Lane/ Stoneham/ MA 02180 617~438-7755 / CONCRETE INSPECTION REPORT DATE 03-13-87 6 Welch Group Job No . UTS 7574 Mr . Charles Stone Project 100 Highland Ave. , Salem 15 Fran! Street Contractor Welch Group � Salem , MA 01970 Conc . Co . � --'`----------------------_--------------------------------_----------- � | CLASS CONCRETE CUBIC YARDS _ DRY WEIGHTS MATERIALS Cement Brand Name Fine Aggr . Source Coarse Aggr " Source Admixture Brand Name � Admixture Brand Name Water Source � ` ------------------------------^-~--`--`--------^-----`----`--------`--- ` TEST SAMPLES LOCATION � | Transportation of one set of cylinders cast on � 3/13/87 to the } ab for testing " �xr � , � ' � ` � � " - � ' -``---------------------------------------------------------------------- ` Moisture in Sand % PLANT GRADATIONS Moisture in C. Agqr . % F.M. SAND F.M. C"AGGR " No . of Determinations 48 Weights Adjusted to Compensate 410O 04 ^ for Moisture 050 3/81, Sand Co | ormetric Test 030 1/2" 016 3/4" � REMARK0 � . 04 1 1/2" ^ ��QD�� vnr�^+,.�"��,v INSPECTORS : U T S OF MASSACHUSETTS , C" Plant--- Reviewed / V ^^ Field- B.W. By : Michae | Desh | er � U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS/ INC" U U T S U U T S S UUU T SSS ( 5 Richardson Lane/ Stoneham/ MA 02180 617-438-7755 � �- , ^ ` ^ CONCRETE INSPECTION REPORT DATE O3-16^87 7 � � Welch Group Job No . UTS 7574 ` Mr . Charles S'Ione Project 1.CIO High | and Ave. / Sa | em 15 Front Street Contractor Welch Group Sa | em) MA 01,970 Conc . Co " Lynn Sand & Stone � _---_-----------------------------~--`-'---_----_--^`--------------_--- CLASS CONCRETE 3O004: 3/4» CUBIC YARDS 4 _ DRY WEIGHTS MATERIALS Cement Brand Name Fine Aqgr . Source Coarse Aggr " Source Admixture Brand Name Admixture Brand Name � Water Source ----------`-----------^-----------------------`-------------'---------- TEST SAMPLES LOCATION 4 Cy | inders Caisson C13SIumP 3'/ / Air cont " 4.9% / Air temp " � 38' / Conc .. temP " 62» / Truck No . 2, Ticket No . 99719 / Time 3 : 15 p .m. � � � � � � � � - ' -`--``~---------------------^---------------------^^^--`----------------- Moisture in Sand % PLANT GRADATIONS Mois+ure in C" Aggr " % F. M" SAND F .M. C. AGGR . No . of Determ � nations �8 WeiQhts Adjusted t� Compensate �10O 14 , for Moisture 50 3/8n Sand It,o | ormetric Test 113O 1/2» / REMARKS � �4 / \ 8�K� �� mx�� v^e"�ux�"v�-*r APR _ �-- INSPECTORSU T S OFMASSACHUSETTS INC. P| ant- Revieued �/ Fie | d- B"W" max . day + 1 hr ^ trave | " By : Michae | Desh | ery» 4 U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S r U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 3 i_ { CONCRETE INSPECTION REPORT DATE.:: 03-17--87 P :L Welch Group ,lob No . UTS 7574 Mr . Charles Stone Project 1.00 Highland Ave . , Salem 15 Front Street Contractor Welch Group Salem, MA 01970 Conc . Co . ----------------------------------------------------------------------- CL..ASS CONCRETE CUBIC YARDS _ DRY WEIGHTS MATERIALS Cement Brand Name Eine Aggr . Source g. Coarse Aggr . Source - $ Admixture Brand Name� m. Admixture F..;ranrl Name? t Water Source a ---------------------------------------------------------------------- TEST SAMPLES LOCATION t- r Transportation Of One set of cylinders cast On �. 3/1.6/87 to the lab for testing ., I ------------------------------------------------------------------------ h' a a: t } r V t G 1 Moi <s tu e in Sand ON PLANT GRADATIONS Moisture in C. F,7gr . F.M. Sni\I: F.M. ._ A.:i.:iR,. r...-. Pt Ci . of Determinations. ��,.x Weights Adjusted to Compensate 01.00 04 for Moisture 050 3/9 Sand COlormetric Lest 030 1 /2'' 016 3;'4: REMARKS : a8 1" 4 1. 1/2'' RECEIVED ANR 0 51987 INSPECTORS : U T S OF MASSACHUSETTS, INC . PI air 1:'- Re'.' i eLl t::'L! Field— B .W. By : Mit-.hae ! P >1'11 ':7r U U 1111711111 Srbc c U U T S S 8 Of MASSACIAUSETTS, INC, U U T S U U T S S U U U T S S S E 5 Richardson Lane, Stoneham, MA 021.80 017-438-7753 8 b CONCRETE :LNSPE:C;T ION REPORT L'111E 03..19-87 Welch Group o No . UTS 7571 Mr . C:harlec: Stoney P'iojet:t 1.00 1-IiCIhIATld AVt!. , Salem 1.3 Front S'l't`eet Cor]ttat::ttr Welcl-1 Grou.p c-, 7 91Sand Slone k a I e m, i`1 A t; 1 ; C is o n c . Cr .C;eLynn .}a n.l � r ' CL.ASS `0NCR1'.TE :30008 CUBIC YARDLI 1.7 t DRY WEIGHTS MATERIALS t' CemeTnt Brand Name, Fine Aggr . Source Coarse Aggr . Source 3: Fl to❑; I a:'k 4d Y"e Lit";3 nri p,<3me (: AdmixIu.I-e T3rand P•!ame fz Water Sourr.:t:i kaAi'tiP1...F."S LGi_:A'i ION i ==>en C9 ; S111nip 4 a ! t- cUrii: ... ..SX Air tmp . to?inp , c;._r.• T'i 11x1; h, <_, ! icke't NU . j 99G20 Time 9 ; 00 a .m. s E f } t Mc it5t11'i'r_' i T'1 Sand PI._AilT GRADATIONS HO i7,f LS 1-e ITl C . An?lr . F .M. SAN1.:1 1 M. C;. No . o'F' De tet-in i na.t 1r•n- Weiiih'I:_; Ata jU.s-1-ed 10 C14 0t1?peT15?.ate it 1.00 ;: 'F 01" hi n 156 t' lA l"n .x.5 0 "-,� , Sand CoIo'imF?i."i' ir Te'i J x1f; '1/ 4 REMt' R.M. 3 1 , RECEIVED APR 0 91981 N P=r:T ii F., U "i S CIFt.+r:,`.,:3i,C:iiLJ3E_'i-i�' IN,C . P' IIaTI'I:-.. F.:e:yle l0d F i ri l d.... F . 6. m a x . d a y + 1. h'i . t v J.,v e T . By H i c 1-1 8 1 Lir_:<p.i`i i e l U v / / / / / / / / / / a a a U U T S S U U T S u U T S S S Of MASSACHUSETTS/ INC" U U T S U U T S S ' � UUU T SSS / � \ 5 Richardson Lane/ Stoneham/ MA 02180 617-438-7755 � , CONCRETE INSPECTION REPORT DATE O3-2O`87 1O � . , ` Welch Group Job No . UTS 7574 � Mr " Charles Stone Project 1.0,0 Hiqhiand Ave. / Salem | 15 Front Street Contractor Welch Group Sa | em, MA 01970 CoTIC " Co . -------''--------------------^-'~-'-------------^^-~``----------------- � CLASS CONCRETE CUBIC YARDS DRY WEIGHTS MATERIALS � Cement Brand Name Fine Aggr . Source � Coarse Aggr " Source Admixture Brand Name � Admixfure Brand Name r Water Source ` ------------------`'----------------------,-------`-.--------.--------- ' TEST SAMPLES LOCATION | Transportation of one set of cylinders cast on � � 3/19/87 to the | ab for testing " ` ' , Moisture in Sand % PLANT GRADATIONS Moisture in C" Aggr " % F"M. SAND F- M.. C.AGGR. No . of Determinations �8 Weights Adjusted to Compensate �10O w4 f"r Moisture 050 3/8" ^ Sand Co | ormetric Test � �:16 3/4o REMARKS � REC (, -`I' ~~°~ A- ", 0 9w;8, INSPECTORSU T S OF MASSACHUSETTS/ INC" Plan.(--- Revieued Fie | d- B"W " By � Michae | Desh | er U U T S S U U T S U U T S S S Of MASSACHUSETTS/ INC" U U T S U U T S S U U U T SSS ( 5 Richardson Lane/ Stoneham/ MA 02180 617-438^7755 ` � CONCRETE INSPECTION REPORT DATE O3-2O-87 11 ` Welch Group Job No . UPS 7574 Mr , Char | esStone Project 100 Highland Ave" /%J ve" / Sa | em ! 15 Front Street Confractor C' 11 Group � Sa | em/ MA 01970 Conc . Co " Lynn Sand & Stone ` -------~-~^^--~^--`-'~--------------------------^~--------------------- CLASS CONCRETE 30004 3/4« CUBIC YARDS 5 - DRY WEIGHTS MATERIALS Cement Brand Name Fine Aggr " Source Coarse Aggr . Source Admixture Brand Name Admixture Brand Name Water Source v -----------------`~------------------`^-~'~-�----------------------^--- � TEST SAMPLES LOCATION f " 4 Cy | inders Caisson C5 / S | ump 4'/ / Air cont . 4"5%/ Air temp . 36' / Conc ^ temp " 62» / Truck No . 26/ Ticket No . 99908/ Time 11 : 30 a "m" � / � � - Moisture in Sand % PLANT GRADATIONS Moisture in C. Agqr " % F. M. SAND F"M" C" AGGR" No " of Determinations �8 Weights Adjusted to Compensate 00 0.4 � for Moisture 5O 3/8" ^ Sand Coormetric Test �16 3/4u REMAFe.KSi �4 1 1/2" � K�U�� APR 0 9 1987 v^��w~.. �� INSPECTORS : U T S OF MASSACHUSETTS INC" P | ant- Revieued . Fie | dB"W" max " day + 1 hr . trave | Michae | 0� Desh | eI � u u T ' 1 u T S u u -i ^ ;= S Of Mr^I;:•54"011Ji�E-TT _, INC,. U iI T u I_j T U a I_i T g r' c rr r � Richardson Lane) cs"I:nn::,;-1=1rn , Mr., ��'�:.1.8 0 617-438--7'r:�:7 S i t r t byr IC,,I'i:n .. . _ Y'1 F.- 4. ...._,a:. i_. is Co T.,1..i d C:{;7 11 (::h 1G e ...........-_............___-......_.._.._....._..._ _._..._._. t f-,ilj'.I� .i4 ' E.- ;.i Lr_'r; ..; •..p+f-,:-- t Tl A ill 2,.. {: �y i r : v . Y ill Int ';: i ,: Y. 4 R5-CENECJ APR 0 91987 Ili: 1 U I' 71i I S c r n c- + U U T S S Of MASSACHUSETTS, INC. U U T U U T S S s IU U U T S S S C / 5 Richardson Lane, Stoneham, MA 02160 617--436-7755 t C , .fiC:_::,, INSPECTION _ Welch Group job No . UT:- 7574 P. Mr . Charles Stone fi - - - _. 100 Highland Ave . , 3i!TI 15 Front Street Contractor Weich Group Salem ; P!F: 01970 I;,:;?u::: ,, Co . Lynn Sand -------------------------------------------------------------------------- CLASS CONCRETE 30000 3/4" CUBIC YARDS 18 DRY WEIGHTS MATERIALS Cement Brand Name Fine A Source Admixtur,-.. Brand Name _..._.._._-.._..._..............__._.__._.-_._..__-_.._._._. _.__..__.._._.._._._._._ -_____._..__-_.._._.._..___._. g. l i...}: T SAMPLES 1-00!':i T.El!A; ¢, 4 Cylinders Caisson : C-' i Slump 4" , Air cont . &SX, Air temp . 45 , Conc . temp . 70, 7ruck t12 , Ticket 199991, f. . [ .e t ----------------------------------------------------------------------- Moisture in Sand %, PLANT GRADATIONS Moisture in C. Agyr . F. M. SAND F. N. C . AQW�! No . of k0. L �y. F i } ).! t t 0.71 Weights Adjusted to !...C'iTl;-'Ei'!ifiiii'I:r:: n : Bond Colormetric Test. 030 .`1 S .... _i. • 04 1 112" Ed. �2CE C IV [3 APR - OF Plant- .. ... .... . i U U T S S ^ U U T S U U T S S S Of MASSACHUSETTS/ INC" U U T S U U T S S « UUU T SSS \` 5 Richardson Lane, Stoneham/ MA 02180 617-438-7755 � , CONCRETE INSPECTION REPORT DATE 03-25-87 14 / We | ch GrouP Job No " UTS 7574 � Mr . kar | es Stone Project 1OO High | and Ave. / Sa | em ' 15 Front Street Contractor We ! ch Group � Sa | em' MA O197O Conc Co � -----------------..................-........... ------.-------------------........---------------- CLASS CONCRETE CUBIC YARDS WEIGHTS MATERIALS Cement Drand �ame Fine A�9r . Source Cc.arse A�qr " Source Admixture Brand Nane } Admixture Brand Name ` Water Source T -----------------'----------------------------------------------------- TEST SAMPLES LOCATION � - Transportation of one set of cy � inders cast on x 3 t h | 4 2 87 t � - - o e a or es ng " ` , ` ^ ` - ' ------------------------------------------------------------------------- Moisture ( n Sand % PLANT GRADATIONS �o � sture in C . Aqqr " % F. M . SAND F" M. C . AGGR No " o � Determixat � ons �8 Weights ted to Compensa �e �1OO �4 � for Moisture �5O 3/8" Sand Co | ormetric Test �3O 1/2'' REMARKS � �8 1 '/ , \ m� 8mD �� 9 t�� INSPECTORS � U T S OF MASSACHUSETTS NC. P | ant- Revieued Fie | d- B ^W. By � Michae � Desh | er � v `- U V TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS / INC. U U T S U U T S S / . U U U T SSS 5 Richardson Lane/ Stoneham / MA 02180 617-438-7755 CONCRETE INSPECTION REPORT DATE 03-26-87 15 Welch Group Job No . iiTS 7574 Mr . Charles Stone Project 100 High | and Ave. , Salem 15 Front Street Contractor Welch Grou;:: Salem , MA 01970 Conc . Co . Lynn Sand & Stone ------------`---------------------------------------------------------- CLASS CONCRETE 30000 3/4» CUBIC YARDS 15 - DRY WEIGHTS MATERIALS Cement Brand Name Fine Aggr ^ Source Coarse Aggr " Source Admixture Brand Name Admixture Brand Name Water Sourcc `-----------------------`-----------------------`---------`------------ TEST SAMPLES LOCATION 4 Cylinders Caisson / C - 1 Slump 4 1/2'/ / Air cont. 5 .0% / Air temp . 40 / Conc . temp . 68/ Truck t10, Ticket 0100141 / Time 1130 1 � � ^ r - ' ------`------------------------------------------------------------------ Moisture in Sand % PLANT GRADATIONS Moisture in C . A99r . % F .M. SAND P.M. C. AGGR No . of Determinations 48 Weights Adjusted to Compensate 010O 04 for Moisture 150 3/8" Sand Co | ormetric Test 030 1/2" � 416 3/0 REMARKS : V8 1" 04 1 1/2" ( \ � ` RE*EYWEO APR M 9 �581 INSPECTORS : U T S OF MASSACHUSETTS NC. Plant- Reviewed Field- B .W . max day + 1 hour travel B/ ; Michael De007 � �*r , � . U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S . S 5 Richardson Lane, Stoneham, MA 02180 617-"435-7755 CONCRETE E I'r'd`:fEI_;T.i.i. i••i r;r:Pcir::�r DATE 04-02-87 Welch Group JOIt_ e U . 7574 Mt- „ (,flcTi' le=... Stone p:,i-o _Iecis Highland:Li1r Ave . , .._ 5t i c?ili 15 Front Street Contractor Welch ;r ii.i= Salem , iM`i 01970 Conc . Co . - ------------------------------------------------------------------------- CLASS CONCRETE CUBIC YARDS DRY WEIGHTS MATERIALS Cement Drand Name Fine Aggr . Source, Coarse .,r. :ir![:.n ,yg�. . .I' . Source, j-1d1_!iC! 1 i, i LJ.•i'!a Brand Name Admixture Brand N.a m WaterSource ------------------------------------------- ranspi,rtation of one _et of cylinders cast on 3/26/87 to Ve lab for testing ., , k RECEIVED APR 31Q27 ----------------------------------------------------- Moisture in Sand .. PLANT GRADATIONS Moisture in C. Agc t� .M. SAND i:r M. , . . ., nt'i:.i:J Fl . F.M. N ii of 1.1 �. 1:::.{. ._.!_ ., .:.. . .. n,,. Weights Adjusted tip Compensate 0100 04 for Moisture 050 3/M Sand ..,i. ! o! IIl Et{:r I C Test ... .. 1/2" 0 1 Al 3/4 U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S !C 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 CONCRETE INSPECTION REPORT UA- E 04-21-87 7 ].7 Welch Group Job No . UTS 7574 Mr . Charles Stone Project 100 Highland Ave. , Salem S 15 Front Street Contractor- Welch Group Salem, MA 01.970 Conc . Co . CLASS CONCRETE:: CUBIC: YARDS _ DRY WEIGHTS MATERIALS Cement Brand Name Fine Aggr . Source Coarse Aggr . Source ff Admixture Brand Name Admixture Brand Name Water Source _..----------------------------------------------------------------------------------- TEST SAMPLES LOCATION Scheduled Concrete placement canceled — steel and forms not ready. t � -------------------------------------------------------------------------- 0 r f t r. $ e— Moi < ture in Sand % PLANT GRADATIONS Moisture in C. Aggr. . is F.M. SAND F.M. C.AGGR. No . of Determinations 08 Weights. Adjusted to Compensate __ 9100 04 for Moisture 050 3/8" Sand Colormetric -fest 430 1/2." " 016 3/4" REMARKS : 08 i" 04 1 1/2" INSPECTORS : U T S OF MASSACHUSETTS , N.C . Plant-- Reviewed \r/, '/ Field-- P.M. min. day. + 1 hr , travel By ; Michael Deshler U U IIIiIIIIII S S s U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. t U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 CONCRETE INSPE::CTION REPORT DATE 04--23-87 1.8 Welch Group .lob No . UTS 7574 Mr . Charles Stone Project 1.00 Highland Ave. , Salem 15 Front Street Contractor Welch Group Salem, MA 01970 Conc . Co . Lynn Sand 4 ;'sone ----------------------------------------------------------------------- a CLASS CONCRETE 40009 3i4" Frump C;UIs]:C YARDS 74 f DRY WEIGHTS MATERIALS C Cement Brand Name Fine Ag9r . Source Coarse Agar . Source., Admixture Brand Name t Admixture Brand Name o Water Source ----------------------------------------------------------------------- TEST SAMPLES LOCATION 4 cylinders Walls : line 5 between A to B x. Slump 4 1./2" , air cont . 3.8%, air- temp . 45' 1 cone . temp . 62' , truck 02, ticket 9101.1.16 F REBAR Rebar inspected 'today was in accordance with job specifications. t Moisture in Sand `/. PLANT GRADATIONS Moisture in C. Aggr . F.M. SAND F.M. C.AGGR. No . of Determinations 48 Weight's Adjusted to Compensate 0100 44(' for Moisture 150 3/81, Sand Co I orimeetr l c: Zest 430 1./2" 16 3/4" REMARKS : 08� 1" 04 1 1/2" INSPECTORS , U T S OF MASSACHUSETTS, INC . Plant-- Reviewed Field- M.C. min. day + 1 hr . travel By ; Michael Deshler U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 617--438-7755 CONCRETE INSPECTION REPORT DATE. 04-24-87 19 Welch Group Joh No . UTS 7574 5 Mr . Charles. Stone Project 100 Highland Ave. , SaIem 15 Front Street Contractor Welch Group Salem , MA 01970 Conn . Co . CLASS CONCRETE CUBIC YARDS s DRY WEIGHTS MATERIALS Cement Brand Name Fine Aggr . Source Coarse Aggr . source Admixture Brand Name e Admixture Brand Name Water Source ------------------------------- --------------------------------------...----------- -------------- TEST SAMPLES LOCATION Transportation of two sets of cylinders cast on . 4-23--87 to the lab for testing . A F 4 Moisture in Sand % PLANT GRADATIONS Moisture in C. Aggr . % F.M. SAND F.M. C. AGGR:. No . of Determinations to Weights Adjusted to Compensate 4100 44 for Moisture 050 3/8'' Sand Colormetric Test 030 1/2'' 416 3/4'' REMARKS : 08 V i 04 1 1/2'' INSPECTORS : U T SS O1= MASSACHUSETTS , INC . Plant-- Reviewed Field- G.N. By ! Michael Desh , A U 11 I I I I I I I I I I `i 1.1 U f .i U U T e • U 1.1 T S S S Of MASSACHUSETTS, INC. i U U T U U T S U U U T S S S . fic -a -t _ orLapel Stoneham, MA 02160 / 17-438-7755 REPORTCONCRETE 1NEPECTION 87 21. Welch Group is? No . !.QTS 7374 Mr . Charles Etone Project 100 Highland Ave. , Salem 15 Front Street Conlyartur Welch Proup, Salem , fjto 01970 Conn . on . -- --------------------------------------------------------------------- CLASS CCNCREV-.� CUBIC YARDS •r WEIGHTS hA7ERIA0. F -' emen! Brand Nome I rle Ag-r. Source p Ad .. . .. . tJ l ... Brand d . .n...... Admixtuvt-? 0 and Name watel. SourceY _.._.--..._.._ -_.__.._..._.....-_..-_..........-_.._.._._..-_...._-_..-_.._.._.-_._. -_.._..-_......-_.-_.._.--_..- -__-.__-___.._.._.._.._..__-__-__...-_..__.- TEST SAMPLES LOCATION Transportation of one set cf cylinders C. . r -2-37 to ibe ; ab for tesling .{ ---------------------- ----- ----------------------------------------------- r k Moi ture in Sanc PLANT GRAVA71DW, Moistu. . 1- C. Aqqr . .. F .M . 13AND F.M. Q . AGQR _ No . .. ( .... ..... t _ Weights n6ju _. to ..:o it .. _i . E _AIVI u for so intuytz ts-_ 3/V Sand e r ii]t.' ! : : Test OV 11YI 04 1 1 1 Plant Reviewed tl V Y U U TTTTTTTTTT S S S U U T S S U U T S ti U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 CONCRETE INSPECTION REP001 DAZE 05-20-87 22 Welch Group ,lob No . UTS 7574 Mr . Charles Stone Project 100 Highland Ave. , Salem 15 Front Street Contractor Welch Group Salem, MA 01970 Conc . Co . Lynn Sand & Stone ----------------------------------------------------------------------- C:LA'_>S CONCRETE 30000 3/4" CUBIC YARDS 60 DRY WEIGHTS MATERIALS y Cement Brand Name Fine Agar . Source Coarse Aggr . Source § Admixture Brand 'Name Admixture Brand Name ,h Water Source 't TEST SAMPLES LOCATION 4 Cylinders Wall Lines I--C , 3 AA & C ; Slump 4" , Air cont . 6. 1% ; Air temp . 58° , Conc . temp . 650 , Truck No . '<. ) Ticket No . 102698, Time 1 : 35 p .m. rte_ 2 ; Moisture in Sand r. PLANT GRADATIONS Moisture in C. Aggr . r: F.M. SAND F.M. C.AGGR. No . of Determination, ;.8 Weights Adjusted t0 Compensate 4100 04 for Moisture 450 3/8'' Sand CoIormetrjc Test 030 1/2'' 016 3/4" REMARKS : 48 11. 04 i. 1/2" INSPECTORS : U T S OF MASSACHUSETTS , INC . Plant-- Reviewed q? Field- P.M . min. day + 1 hr . travel . BY ; Michael Deshler , )r "� U U T S S i.. a U U rT S U U T S S S Of MASSACHUSETTS, INC. s U U T S U �UUUT Ss SSSRECEIVED JUN 301937 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 CONCRETE INSPECTION REPORT DATE 06-17-87 25 Welch Group Job No . UTS 7574 Mr . Charles Stone Project 100 Highland Ave. , Salem 15 Front Street Contractor Welch Group Salem, MA 01970 Conc . Co . ------------------------------------------------------------------------ CLASS CONCRETE CUBIC YARDS DRY WEIGHTS MATERIALS Cement Brand Name Fine Aggr . Source Coarse Aggr . Source Admixture Brand Name Admixture Brand Name Water Source -------------------------------------------------------------------------- TEST SAMPLES LOCATION Transportation of one set of cylinders cast on 6/15/87 to the lab for testing . Moisture in Sand % PLANT GRADATIONS Moisture in C. Aggr . % F.M. SAND F.M. C.AGGR. No . of Determinations 48 Weights Adjusted to Compensate 4100 44 for Moisture 450 3/8'' Sand Colormetric Test 430 1/2'' :16 3/4'' REMARKS : 48 1" 44 1 1/2'' INSPECTORS : U T S OF MASSACHUSETTS, INC. Plant- Reviewed ,�,p Field— M.S. By : Michael Deshlerl'' U U T - U U u T S S J U U T S S S Of MASSACHUSETTS, INC. UU T S U U T S U U U T S S S S RECEIVED JUN 3 0 10 >t 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 CONCRETE INSPECTION REPORT DATE 06-15-87 24 Welch Group Job No . UTS 7574 Mr . Charles Stone Project 100 Highland Ave. , Salem 15 Front Street Contractor Welch Group Salem, MA 01970 Conc . Co. Lynn Sand & Stone ----------------------------------------------- CLASS CONCRETE 3000: 3/4" CUBIC YARDS 20 DRY WEIGHTS MATERIALS y Cement Brand Name,_ - Fine Aggr . Source Coarse Aggr . Source Admixture Brand Name Admixture Brand Name Water Source ---- ------------- -- ---TIONLOCATION---------------- TEST SAMPLES ---'------'---------------- 3 Cylinders -`Wall lite on Highland Park ;---S lump 7" , Air cont . 4.5%, AiV—temp . 90°," Cont . temp . 76" , Truck NO. 8, ` Ticket No . 104421 , Time 3 : 30 p .m. ------------II-III--- Moisture in Sand % PLANT GRADATIONS Moisture in C. Aggr . % F.M. SAND F.M. C.AGGR. No . of Determinations 48 Weights Adjusted to Compensate � 7100 44 for Moisture T50 3/81, Sand Colormetric Test ;30 1/2" 41.6 3/4" REMARKS : 48 CJ (l 1 1. T :4 1. 1/2" INSPECTORS :iU T S OF MASSACHUSETTS, INC. Feld Reviewed Field- M.K. min. day + 1 hr . travel . By : Michael nw�hl �"A1 U U TTTTTTTTTT S S S U y T S S U U T S U U T S S S Of MASSACHUSETTS/ INC . U U T S U U T S S U U U T SSS 5 Richardson Lane/ Stoneham/ MA 02180 617-438-7755 GTS CYLINDER REPORT DATE 03-17-87 1 Welch Group Job . Q . UTS 7574 Mr " Charles Stone Project 100 Highland Ave . , Salem 15 Front Street Contractor Welch Group Salem , MA 01970 ~``------------------------------------`--------------^`----------------- CLASS CONCRETE 30000 3/4" - DRY WEIGHTS MATERIALS Cement Brand Name Fine Aggr , Source Coarse Aggr ^ Source Admixture Brand Name ' Admixture Brand Name Water Source ----'-`----'------------------------`------------------------------------ LOCATION OF CONCRETE REPRESENTED / Caisson : C-15 � LAB DATE DATE AGE � ^ NO. SIZE AREA WEIGHT CAST TESTED DAYS P.S. I . G819 6x12 28 ^ 27 29 .63 3-10-87 3-17-87 7 2/760 � 0820 602 28. 27 29 "56 3-10-87 3-24-87 14 t 0821 602 28, 27 29 "50 3-10-87 4-7-87 28 0822 6x12 28.27 29 "50 3-10-87 4-7-87 28 . - ' � -----`---------,`-------.--,'----------'-----------`--------'------------ � AIR CONTENT 4 . 9% REMARKS : ' SLUMP WET DENSITY CONCRETE TEMP" 56 AIR TEMP . 20 TRUCK NO 3 Satisfac � ory �� Unsatisfectory , ( . ` TICKET NO. 99556 , ` . UTS OF MASSACHUSETTS / INC .. ^ Reviewed k\/I/ X�V��p��y� KDDA By , Michael Deshler ^��^`r��^^ ^ ° �� - - - U U Trrrir S a a a S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S ,�- 5 Richardson Lane, Stoneham, MA 02180 617--438-7755 UTS CYLINDER REPORT DATE 03-19-87 2 Welch Group _Job . No . UTS 7574 r Mr . Charles Stone Project 100 Highland Ave. , Salem 1.5 Front Street Contractor Welch Group Salem, MA 01.970 -------------------------------------------------------------------------- 1 CLASS CONCRETE 30000 3/4'' t _. DRY WEIGHTS MATERIALS Cement Brand Name Bine Agg'i . Source Coarse Aggr . Source Admixture Brand Name ¢ Admixture Brand Name Water Sour c E' s ------------------------------------------------------------------------ r L..00ATION OF CONCRETE REPRESENTED : Caisson . C-7 t LAB DATE DATE AGE NO. SIZE AREA WEIGHT CAST TESTED DAYS P.S. I . G994 602 28.27 29 .83 3 -12--87 3-1.9-87 7 2,970 6995 6x12 28.27 29.61 3-1.2--87 3-26-87 14 t 6996 602 28 .27 29.85 3-12-87 4-9..-87 28 6997 602 26. 27 29. 75 3--1.2--87 4-9-87 28 f F f 4 AIF? CONTENT 4 .2% REMARKS : SLUMP 311 WET DENSITY CONCRETE TEMP. 64 AIR TEMP. 38 -CRUC:K: NO . 32 Satisfactory Unsatisfactory TICKET TICKET NO . 99612 UTS OF MASSACHUSETTS, INC. '~ Reviewed RECEIVED APR 0 9196 By : Michael De=_shIer U U TTTTTTTTTT S S S U U T S S U U T S l U U T S S S Of MASSACHUSETTS / INC . � U U T S U U T S S � U U U T SSS �( 5 Richardson Lane / Stoneham/ MA 02180 617-438-7755 � ~ � r / RT? CYLINDER REPORT DATE 03-20-87 3 Welch Group Job " No , HTS 7574 � Mr " Charies Slone Project ! GO H \ nh } and Ave , / Sa | em � 15 Front Street Contractor We ! ch Group � Salem, MA 0197O ----------------------------------------I-------------------------------- CLASS CONCRETE 30000 3/4'/ - DRY WEI0110: MATERIALS Cement Brand Name Fine Aggr . Source Coarse A9gr ^ Source Admixture Brand Name Admixture Brand Nane �ater Source � ------------------------------------------------------------------------- ` ` LOCATION OF CONCRETE REPRESENTED : Caisson ! C-11 � LAB D57E DATE AGE � NO . SIZE AREA WEIGHT CAST TESTED DAYS P .S . I . � 10105 602 28 ^27 29 " 75 3-13-87 3-20-27 7 2 ,90� � H106 602 28. 27 29. 81 3-13-87 3-27-87 14 \ 4107 602 2G " 27 29 . 69 3-13-S7 4-10-87 28 � 4108 6x1226 . 27 25 . 03-13-87 4-10-87 28 � ^ � � - ' ------------------------------------------------------------------------- AIR CO@TENT 4 .8% REMARKS ! ' SLUMP WET DENSITY CONCRETE TEMP . Q. AIR TEVP . 35 / TRUCK NO . 32 Satisfactory V0141factory \ TICKET NO . 99668 UTS OF MASSGCnUSETTS / INC" e�� Revieued ��r��lU�T\ �P� O 8C]0r By � Michae ( Dest | er «��-^/~~� � --� / � U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTSY !NC,, U U T S , U U T S S < U U U |( ` 5 Richardson Lane/ 617-438-7755 i MAR "J 01987 UTS CYLINDER REPORT , TATE O3-23-S7 4 } Welch Grou; No . UTS 7574 � Mr . Charles ^-------� nes St one Project 1O0 � i �h | an� A:e Sa � eo � - ~ � . / ' , 15 Front Street ConirecTor Weict Group Salem, MA 01970 ` ------------------------------------------------------------------------- CLASS CONCRETE 33001 3/4" ` DRY WEIGHTS MATERIALS Cement Brand Newe Fine A99r . Source Coarse Agyr . Sxurce � 9010ure Brand Name [ Admixture Brand Kaoe � Wa �er Source � ------ � ------------------------------------------------------------------- , � LOCATION OF CONCRETE REPRESENTED : Caisson : C-13 � ^� » LAB DATE DATE AGE � NO , SIZE AREA WEIGHT CAST TESTED DAYS P . S . I . , 11267 6x12 2827 29.50 3-16-87 3-23-87 7 2 / 80 H268 602 28 .27 29 ^44 3-16-87 3-30-57 14 P269 602 22 .27 29 . 44 3-16-87 4-13-17 23 � H270 602 28 .27 29, 50 3-16-87 4-13-87 28 ' � - ' ' -------------`----------------------------------------------------------- AIR CONTENT 4 . 9% REKARKS : . SLUMP 3" � HET DENSITy � CONCRETE TEMP. 62 ' AIR TEMP . 38 / , TRUCK NO ' 2 Satisfactory �nsa � ( sfactory ( \ TICKET NO . 9971F ` UTS OF MASS4C]USETTS C �� RR�� "�*� v RevieyeJ ' � ^ n��s�"'^�r-^" ' / Iy � Michae | Desh / e \/ //| v ' U U T S S ' U U T S U, U T S S S Of MASSACHUSETTS/ INC. ' U U T S U U T S S U U U T SSS / \ 5 Richardson Lane/ Stoneham/ MA 02180 617-438-7755 UTS CYLINDER REPORT DATE 03-24-87 1 Welch Group Job . No . UTS 7574 � Mr " Charles Stone Project 100 Highland Ave . , Salem � 15 Front Street Contractor Welch Group Salem, MA 01970 ! ----------------------------------------`--,.-.-.-_-------.-------.-----. � � CLASS CONCRETE 30000 3/4" � , ^ DRY WEIGHTS MATERIALS ` Cement Brand Name Fine Aggr . Source Coarse Aggr " Source Admixture Brand Name Admixture Brand Name Water Source ` -------_--------------`~-^^-^--'----------------------.--''----_-----_-,-- � LOCATION OF CONCRETE REPRESENTED : Caisson : C-15 ^ LAB DATE DATE AGE NO. SIZE AREA WEIGHT CAST TESTED DAYS P.S. I . ' G819 602 28"27 29"63 3^10'87 3-17-87 7 2/760 G320 6x12 28"27 29"56 3-10-87 3-24-87 14 3/860 0821 602 28"27 29^50 3-10-87 4-7-87 28 G322 602 28^27 29"50 3-10-87 4-7-87 28 � � ` / � ---------```-----`~---`--~-----------------------~`----`-----------^----- , AIR CONTENT 4^9% REMARKM SLUMP 3" WET DENSITY f CONCRETE TEMP. 56 AIR TEMP. 20 � ' TRUCK NO . 3 Satisfactory Unsatisfactory � TICKET NO . 99556 ' UTS OF MASSACHUSETTS/ INC" Reviewed §ECL 'E^rE� APR ' 9' 1994 Byt Michael Deshler ' n I_! 1.1 T7..}.. 1.TfT7 1. t> �D t I-1 U T S U U T S U II T = S Of At �:Htl'=•[: T `:_ . U U T {' r IJ U T — S 5 F; i C I'T F.t T-tl s o ❑ L Ei ii i}i S T! 1-1:q tlt , P1 ri 0 2].S 0 6 i.7--'b' 7 7 5 ; i • tf I ,.r r L.. .ifa a t L, . :-: C% ..,.... 1***Mf':: J - _ r ..-. . .... k' CEIVED APR 0 91987 U U TTTTTTTTTT S S S � U U T S S ` U U T S » U U T S S S Of MASSACHUSETTS/ INC. ; U U T S ' U U T S S UUU T SSS / \ 5 Richardson Lane/ Stoneham/ MA 0218O 617-438^7755 - � UTS CYLINDER REPORT DATE O3-26-87 5 � We � ch Group Job . No . UTS 7574 � Mr . Char ! es Stone Project 100 Hiqh | and Ave. / Sa | em | 15 Front Street Contractor We | ch Group o Sa \ em/ MA �197O --- .........................................---------......................-----------------------------..............................--....-- � CLASS CONCRETE 30O0� 3/4" � WEIGHTS �ATERIALS Cenen� Brand Name Fine Aqgr " Source Coarse A�qr . Source Admixture Brand Name , Admixture Brand Name Water Source � ---------------------_........---------.................------....--....-........----.......-..............---------- LGCATION OF CONCRETE REPRED � Caisson � �C-9 / ` LAB DATE DATE AGE NO , SIZE AREA WEIGHT CAST TESTED H623 6x12 28 27 29 25 3-19-87 3-26-87 7 2/58O [ ^ " H624 6x12 28 . �7 29 " 19 3-19-87 4-2-87 14 H625 6x12 23 .27 29 "25 3-19-87 4-16-87 28 ^ H626 6x12 28" 27 29, 19 3-19-87 4-16-87 28 ' ' - ' -------------------------------------^----------------------------------- AIR CONTENT 3 " 5% REMARKS � SLGMP 4" WET DENSITY CDKCRETE TEMP. 65 AIR TEMP ^ �3 ^^ � �RUCK NO . 32 Satisfactory Unsatisfact �rY / \ TICKET NO . 99B2O ' ' ��' UTS D� MASSACHUSETTS , REmvOAPR O w =�` �evieued By � M ( chae | Desh | er � � « / '-~-~ - - - '^-' U § / . 1 . . B ° 01 { • u u I s U u I Bss Of MASSACHUSETTS , INC. U u T e . ( u u T s B uuu T sss [ ( / 5 Richardson wne, a,ena, u £So 617-438-7755 � { { a; gy2q REPORT DATE .- 2s7 . { Welch m,» . ae . No . qs 7574 » . Charles Stone Rrw:t m, Highland Ave. , wee w R,e :vet o G, wly Welch m ,» Salem , MA yam, � —-�———————————--—————— �\ ------------ - ; RDemRm« 30000 :w . ! _ DRY WEIGHTS . MATERIALS G+g Brag Ada { Fine e w . \ . Coarse Q# , /\ _ . { Admixture Brae w_ Admixture Brag Name | Gwra . >. . , a . n ----�.....w.---------- � ( ! LOCATION OF mm+R RmGgRm owes .R \ Q-1 ! Ge m« GTE AGE f NO . S7 AREA ROR GS RyD yS P.S. I . H105 AT R 28 .27( 29 .75 2.9 3-20-87 7 m&627 0» 28. 27 y ! a-7 . oma? w /d, ! ei ao 28.27 Gxy 13-82 63-87 ' , [ Ad m Q12 28.27 29 . 81 3-13-87 10.87 R . --------------------------------------------------------------------------- ( ( . { . AIRmAgl yS Rgae . SLUMP 2 WET DENSITY . GRRQ TEMP. 64 AIR TEMP.� .3 as ac a - •s , IDG y. 32e Sa « e umas =wtcx \ . TICKS NO. 9966: S: y MASSACHUSETTS . INC .. GGmw { RECEIVED APR B & 1§ 2 m , Michael Ga 9r U U r S ti S 't U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S L 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 E c r UiS CYLINDER RE-POF.1 DFITE r,7.._`�__n7 e Welch Group ._lob . No . UT`:; 7574 S rn- . CharlEas=, St„nc Frri iec't 1041 Highland Ave. , _ _ ..,;:i I [gill k 1.5 Prom Street C':C ti is I-a C:t' or L1 E. I ch Ci 1-0U.p 'a l em, MA 01.970 }E CLASS CONCRETE 3Vn :p 3r4 a P _ DF;Y WEIRHTS MA TEF:Ir'iL.S t Cefrie.nt Brand N•'.am;., PI Ei' Aiyr�l- . cio Ul-CE:• k Source Adnlixt'ure Bi and Name tt. Admixttrl-r. Brand Nafrfe 1 r LOCATION OF CONCREIE RF..PRESE:NTE:DCaisson , C LAY DA T E rl t'(E- AGiE N•!0 SIZE F.E' WEIGHICAST TESTED 11AY'7- F'.'ii T 1.1721 :,,x1. 1 �11_ i.' T 24 „ 1 x'0.. 87 3— : a :.,- 2E. :, : .. 7. 11724 F A'FR (.:(.INTENT 4 . :` REM;'tRN::S ' ,..i...l-IP4l:r 1 . , LJ! T DENSITY CONaC RE::-!'E:: TEMP. „2 FIR TEEHP' . 'J6 IrdCK NO.. ”^6 '` . ti =.f'ccI y Unsaii -:fcC:t'Vry l TICKET rdO.. "`, 908 (IF MA'=i E:;AC';E'l l.I>E.TTi iJC.. DECEIVED APR 0 9 190-i MiC:h41 1 I:F:•_.I IE.-., [ u ur . T s0 � s u u T s u u T S s , INC. [ u u T �) \ \ u u T s |/« 5 / u ,e, Gaeso_weMA [ ' i)= X55 � >. i | SegS#q REPORT 3��--19{ ! Welch ywp 2u , No . #sem a ( e , Char Gs 2,_ wo «e1 !G Highland Ave. , yam g w,9Street o9eGv Welch Group ( S ; a . MA yDe { CLASS myR E 30060 mY «m«5 Gyo#: G+R y;g G+ e m Q w . Source / owe Qm . S o«;e AM A se Rand w_ R« Ase y,g Ga c� - a , a t - - - - ! mG2q + CGgDERgSq«D G «wv g {� { G! Gm GR m: NO. g7 AREA R3S CAST eSq GA y3 . { 11267 G» ' D22 293, 16 7 g, ` 112.69 o g 2 «27 29.44 :6x G 73-230w y 2, { G9 6x 12 'JZ 2934 EAS 7 } m t D7 aR yJ7 293, yw�yq-D y ( > � t AIR CONTENT «q R#Rs < SLUMP y RT RSR* mR7 «+ . 6 2 AIR TEMP . » !m7 NO. 2 w n w«Rr\ �aae w cm TICKS NO. Q2a qs OF MASSACHUSETTS-, «, RECEIVED APR 09 7 Gemw m , Michael wG G: . U U T S S U U T S U U T S S S Of MASSACHUSETTS / INC" U U T S � U U T S S UUU T SSS � 5 Richardson Lane/ Stoneham/ MA 02 J.80 617-438-7755 / � ^ � UTS CYLINDER REPORT DATE O3-31-`�7 7 � We ! ch Group Job . No " UTS 7574 es S t o ne Pr o i ec t 1 OO H i q h | a nd. A | 15 Front Street Contractor We | ch Group Sa | em/ MA O 1 97O ` ---------- ......... ............. ------------------------------------------------------- � CLASS CONCRETE � � DRY WEIGHTS MATERIALS � - ^ Cement Brand Kame Fine A99r . Source Coarse A�gr . Soerce Adm � xture Brand Name Ad m i x� ur e Br a nd ha me Water Source } --`------------------------'-^-------------..............------------------------- � " LOCATION OF COUCRETE REPRESENTED / Caisson � C-2 . - LAB DATE DATE AGE � NO^ SIZE AREA WEIGHT CAST TESTED DAYS P ,S . I . ' H874 6x12 28.27 29 "38 3-24-87 3-31-87 7 2/90O H875 6x12 28. 27 29" 31 3-24-87 4-6-87 14 H876 6x12 28 , 27 29 . 25 3-24-87 4-2O-87 28 H877 6x12 28. 27 29. 31 3-24-87 4-20-87 28 ( ' � � v � � - , ' ---------------`--------------------------------------------------------- AIR CONTENT 4 .8% REMARKS � SLUMP 4" � WET DENSITY , CONCRETE TEMP. 70 AIR TEMP ` 45 ^/ ^ TRUCK NO. 32 Satisfactory �� Unsatisfactory � \ TICKET NO , 99993 °`f � UTS OF MASSACHUSETTS I ^�^� �"�n�t�N�� 8�Q O � �� Rev ieued ��°"n�~w m" "^ w w ,`- By � Michae � Desh | er � ; �- � - ` U US 1111111111 5 S 5 S t U U T S U U T S S S Of MASSACHUSETTS, INC. I U U T S U U T S S U U U T S S S Q 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 e UTS CYLINDER REPORT DATE 04 -02-87 5 Welch Group .lab . No . UTS 7574 Mr . Charles Stone Project 100 Highland Ave. , Salem 15 Front Street Contractor Welch Group Salem, MA 01.970 --------------------------------------------------------------------------- CLASS CONCRETE 30004 3/4'' g a. _ DRY WEIGHTS MATERIALS Cement Brand Name Fine Aggr . Source t Coarse Aggr . Source - Admixture Brand Name Admixture Brand Name Water -Sou.rce- ---------------------------------- ------------------------------------- LOCATION OF CONCRETE REPRESENTED : Caisson : OC-9 x t LAB DATE DATE AGE NO. SIZE AREA WEIGHT CAST TESTED DAM'S P.S. I . H623 602 28.27 29.25 3-19-87 3-26--87 7 2,580 H624 602 28.27 29. 19 3-1.9--87 4-2-87 14 3,710 H625 602 28.27 29.25 3-19-87 4- 16-87 28 ' H626 602 26.27 29. 1.9 3-19--87 4--16-87 28 r -------------------------------------------------------------------------- r — AIF: CONTENT 3 .5% REMARKS: SLUMP 4^ WET DENSITY CONCRETE. TEMP. 65 AIR TEMP. 33 TRUCK NO. 32 Satisfactory Unsatisfactory TICKET NO. 99820 A*e. S MASSACHUSETTS, S . rm.r-�Ei`�-ErD it "A ,v Rev ew t t,:i ia,l;ElU.iETTS, .T.NC. Ftp Reviewed owed By ; Michael Deshler S .. - _ S s >J U T S U U T S S S Of MASSACHUSETTS, INC. E. U U T S { U U T S S U U U T S S S r 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 UT S CYLINDER REP'O'RT DATE 04-02-87 8 Welch Group Jab . No . HTS 7574 Mr . Charles Stone Project 100 Highland Ave . , Salem 15 Front Street Contractor Welch Group t Salem, MA 01970 -------------------------------------------------------------------------- CLASS CONCRETE 30004 3/4'' a ! _ DRY WEIGHTS MATERIALS 5 Cement Brand Name,, 1' Fine Aggr . Source Coarse Aggr . Source ",' ;��—_ �lI Admixture Brand NamEi; ( Admixture Brand Nami 'i; s' Wdfe1" SaIU'C@ :Li lti. --------------------------------------------------- - ----------------------- i LOCATION OF CONCRETE. REPRESENTED : Caisson : C--1. . r LAB DATE DATE AGE NO. SIZE AREA WEIGHT CAST TESTED DAYS P.S. I . 1514 602 28.27 29. 13 3--26-87 4-2--87 7 2, 120 1515 602 28.27 29. 25 3--26--87 4--9-87 1.4 I516 602 28.27 29. 13 3-26-87 4-23-87 28 - 1517 602 28. 27 29.25 3- 26-87 4--23--87 28 1 ------------------------------------------------------------------------ AIR CONTENT 5.0% REMARKS : SLUMP 4 1./2„ WET DENSITY CONCRE:ETE. TEMP. 68 AIR TEMP. 4% TRUCK NO. 10 Satisfactory l)nsatisfactory r. TICKET NO. 100141. UTS OF MASSACHUSETTS, INC. RECEIVED APR 019$%:' Reviewed By : Michael Deshler U U TTTTTTTTTT S S S � U U T S S � U U T S � U U T S S S Of MASSACHUSETTS/ INC. ' U U T S � U U T S S UUU T SSS K 5 Richardson Lane/ Stoneham/ MA 02180 617-438-7755 - ' � UTS CYLINDER REPORT DATE 04-03-87 6 ` Welch Group Job . No . UTS 7574 � ' Mr . Charles Stone Project 100 Highland Ave . / Se | em 15 Front Street Contractor Welch Group Salem , MA 01970 --------------------------`----_---`-------------------------`----------- ' . CLASS CONCRETE 30004 3/4'' DRY WEIGHTS Gement � { Fine Agqr . ' Coarse A99r . � Admixt:rea YAP-14 a Me 1937 � Admixt�reI Name Water L ^ ------------------------'-------- ---------------------- LOCATION ------------------- LOCATION OF CONCRETE REPRESENTED : Caisson : C-5 � � LAB DATE DATE AGE NO. SIZE AREA WEIGHT CAST TESTED DAYS P .S . I . H721 6x12 28 , 27 29 " 19 3-20-87 3-27-87 7 2/ 96O H722 602 28. 27 29 .00 3-20-87 4-3-87 14 3 ,470 H723 6x12 28 . 27 29 . 00 3-20-87 4-17-87 28 ^ � H724 �x12 28^ 27 28 " 94 3-20-87 4-17-87 28 X ' , ' � � ' - ' ------------------------------------------------------------------------- � AIR CONTENT REMARKS / SLUMP 4" . WET DENSITY CONCRETE TEMP" 62 AIR TEMP " 36 ^' � / TRUCK NO . 26 Sat isfactory � Unsatisfactory TICKET NO. 99908 - UTS OF MASSACHUSETTS C ^ Reviewed By : Michael Desh | er v / / � ^_ U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS/ INC" U U T S � U U T S S � U U U T SSS 5 Richardson Lane/ Stoneham/ MA 02180 617-438-7755 i � ° UTS CYLINDER REPORT DATE 04-07-87 1 � Welch Group Job , No . UTS 7574 u Mr . Charles Stone Project 100 Highland Ave . , Salem � 15 Front Street Contractor Welch Group Salem, MA 01970 ---------------`----------`---------'--------`----------------`----`----- CLASS CONCRETE 30000 3/4'/ . DRY WEIGHTS MATERIALS Cement Brand Name Fine Agqr " Source Coarse Apgr " Source Admixture Brand Name Admixture Brand Name ' Water Source ---'--------------------------------------'------------------------------ LOCATION OF CONCRETE REPRESENTED ; Caisson ; C-15 WIN � LAB DATE DATE AGE ^ NO. SIZE AREA WEIGHT CAST TESTED DAYS P.S. I . ` G219 602 28.27 29 63 3-1O-87 3-17-87 7 2 760 � " " / rG820 6x12 28 ^27 29"56 3-10-87 3-24-87 14 3 / 86O 0821 6x12 28.27 29.50 3-10-87 4-7-87 28 4/ 460 G822 Q12 28 . 27 29^50 3-10-87 4-7-87 28 4 / 530 � � ` ` - ' RECEIVED APR � � �� , � ~ �� ......----``--------------^^------------------------------------------------- AIR CONTENT 4 ^ 9% REMARKS ; SLUM!::' 3" � WET DENSITY CONCRETE TEMP " 56 AIR TEMP . 20 ' TRUCK NO . 3 Satisfactory I/Unsatisfactory TICKET NO. 99556 UTS OF MASSACHUSETTS/ IN Reviewed By : Michael Desh | er K :~^ ' U U TTTTTTTTTT S S S U U T S S � U U T S � U U T S S S Of MASSACHUSETTS/ INC. � ` U U T S ( U U T S S > < U U U T SSS 5 Richardson Lane/ Stoneham/ MA 02180 617-438-7755 } / ' UTS CYLINDER REPORT DATE 04-07-87 7 Welch Group Job " No . UTS 7574 / Mr " Charles Stone Project 100 Highland &e . / Salem 15 Front Street Contractor Welch Group Salem, MA 01970 / -----------`----------------_-------------------------------------------- � ` CLASS CONCRETE 30004 3/4" \ ` DRY WEIGHTS MATERIALS Cement Brand New, � Fine Aggr . Source ^Coarse A gr � 9 Source � Admixture Brand Name ° Admixture Brand Name � Water Source , -----_-----------------_-_-------------_--.----------_-'----------------- � � LOCATION OF CONCRETE REPRESENTED , Caisson , C-2 � � LAB DATE DATE AGE NO. SIZE AREA WEIGHT CAST TESTED DAYS P .S . I . H874 602 28"27 29.38 3-24-87 3-31-87 7 2/90O H875 6x12 28 " 27 29 .31 3-24-87 4-6-87 14 4 ,000 k H876 602 28 . 27 29 .25 3-24-87 4-20-87 28 � HB77 602 28" 27 29. 31 3-24-87 4-20-87 28 ' ^ - ` ' �)�P�W—[l �� k v��~"��~^v^~�� r`^ w ^ ~ �/vv ------```-----`-`^-------^`---------------------------------------------- AIR CONTENT 4 .8% REMARKM SLyMP 4" WET DENSITY CONCRETE TEMP" 70 AIR TEMP . 45 TRUCK NO" 32 Satisfactory 2satisfactom \ TICKET NO . 99993 UTS OF MASSACHUSETTS INK., Reviewed By : Michael Deshler �» ~' ' ' U u T . B , ( u u T s U u T BBB Of MASSACHUSETTS, INC. U u T B { u u T s s (\\ uuu T ss8 sRichardson R &�,�, w e, Stoneham, 02180 g'qe=>55 / ( A 5 §3 { q: DS23 REPOS 2«E 04-09-S7 2 ! Welch Group u4 . No . G& 7574 ! Mr . Charles y, _ Prow;! ma-RT«G :Q Ave. , w : m | !! R,g y:_! a Grw o, Welch y,» , Salem; MA ws 9 { --------------------- CLASS CONCRETE 300044'' ( DRY WEIGHTS MATERIALS Cement _ ww Ga [ Fine w w . Source t www G# . Source Admixture Eag w_ Brand Name GIS e.»ce { --------- --------------------------- ----- LOCATION OF -- LOCATION + CONCRETE RgSG, q , G .xv := | . E DATE SATE «: t NO. BCE AREA +mom CAST TESTED my P.S. I . ft a» \ } \Wil' 3-19-87 7 \6x!2 ' w.D 3-26-87 w / a 12 2S.27 29 .88z 1-12-97 4-9-67 { zG?T;7 62 28 .27 2 . 5 212»: D 2 4 ,670 ! . ------------------------------------ \ AIR CONTENT ; J; REMARKS : . me 3 . r . RI RMgD / CONCRETE TEMP. G Tter . \§TEMP . Vi w» :Gant, / in, fa:lcz . \ TICKET NO . 9961: ! UTS OF MASm+: TS , INC.. \ / :« n.E : e d U U U U 7 S S S Of MASSACHUSETTS , INC. U U T S U U T S S U U U T S S S C 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 1 UTS CYLINDER REPORT DATE 04-09-87 8 Office Copy Job . No . UTS 7574 g Project 100 Highland Ave. , Salem Contractor Welch Group 4 CLASS CONCRETE 3000; 3/4" DRY WEIGHTS MATERIALS Cement Brand Name IFine Aggr . Source Coarse Aggr . Source Admixture Brand Name Admixture Brand Name Water Source -------------------------------------------------------------------------- LOCATION OF CONCRETE REPRESENTED : Caisson : C-1 E Y LAB DATE DATE. HGE NO. SIZE AREA WEIGHT CAST TESTED DAYS P.S. I . s. 1514 602 28.27 29. 13 3-26-- y-2-8 '120 I515 6x12 25 .27 29.25 26-87 4-9-87 14 3.040 1516 6x12 26.27 24. 13 3-26-87 4-23—E7 28 4,230 Y I517 602 28.27 29.25 3-26-27 4-23-87 28 4,100 , ------------------------------------------------------------------------ AIR CONTENT :5. 0 REMARKS : **CORRECTED REPORT** SLUMP 4 1/2" WET DENSITY CONCRETE. TEMP. 68 � AIR TE;SG . 40 - � it..11rl, NO . ai.' safisfacTory 'I .=:a + . - ..i_?e;..',. IAt TICKET NO. 10014_ TS — ---- lii .,, IAF' I•ii-i._ `_ :a-�il_j:;c l _ _fel,. Reviewed , i U U , T S S Tr ."t.i t ♦ k �Jx t Si T 3 .,Ys� �4 r S S S Of MASSACHUSETTS, INC. t ?w-.k'UYr`TFIsFtT;it +U{* �F+yy}}qV T y+ :. S , W" `r5 Richardson Lane, Stoneham, MA 02180 617-436-7755 ' ir � r{h UTSlCYLI UE 4REPORT °� =T�s _ � DATE 04-09-87 B Job . No. UTS 7574 ,� i�r `Chari ea#on01 Pro ect 100 Highland Ave. , Salem d +'t:f 5qc '� iro i` yM1 `.'r9, � - ee x .a+ � x itractor Welch Group wem{ }�� dp1970 3` _ Xrri r wxl Mjn `� r M tIN Yr ---------------------------------------- N"CON 30bUx¢3 ` Ii ' WECIC�G,. TSj �` , � MATERIALS Fb Name 4 ,jie :?991' ;` � °1 ui 'w3,ource C64rrse ,A gr.:x , ��: �° ?' 3 `S'ource XtLLTre'*u'�5�?� 4y7 ¢r2rSat- Kir i {� E' p7a nd Name - <rr y er a r,xkA" ,.v4k�� x7`}�''in 4.CeYvA +m. ?.��rid af{Y €g Admibctu ,,7}, �R�s�rx t. » ->w._Y $rand Name 53 rl ;-Ua't er` ` g;'T"", �k, AtHa f 4t7µK't7rl"C^ +� R ggttpp ., a x �-`I�+Y� Source Y r js{c_R' Zr'id°Y- �� vi'C r+r'H.Vn"RY Yvy y+C • tk' f._{"r i rNJs4.Y.`&�2 r '.:. 7:7 W-1 ----------------------------------- ` . . ,�4'* LOCATION,+OF CONCRETE REPRESENTED Ci'Psson : C-1 - � aFiaw^^'S T� x �.�:�f LATEDATE AGE 'AREA "',WEIGHTN CAST TESTED DAYS P.S. I . 3=26-87 4-2-87 7 2, 120 a I5i5" , 6x]2 f �8 27 29 t 2S dot 3-.26-87 4-9-87 14 3,040 sb'x1'2 wr ` t8 t7,'` 29.. 3 2 4-23-87 87 3=2b- 8 '' S ry w , I517 : 612 28 27 = 29 25 3-�6-87 4-23-87 28 Y vR S;+a, n �t vv>��g. ! p, r5. �df z�.p •yF 3 ,.. x'S. {i Yyr a r) 'prtFF+" it M �,R xy ..,$:m!3• �,t�R7' ,,�y vc r a -. a ------------------------------------- AIk CONTEt)[T 's "0'/. •, e'r i < .^a) � 3Y REMARKS SLUMP F k 2'+ .. t WET .hENSIT.Y.{ n r r F tl CONCRETE TEMP 6g` t. AIR TEMP 40 4g4 A' a,TRUCh NO 10' xSatisfactory /Unsatisfactory TICKET N0 ' 100141 ` 7 .5 hr t ' UTS OF MASSACHUSETTS, INC. .. Reviewed �/ � &Y Michael Deshler Y � +� U U TTTTTTTTTT S S S _ .. ...... U U T S S ' U U T S U U T SS S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 UTS CYLINDER REPORT DATE 04-10-87 3 Welch Group job . No . UTS 7574 Mr . Charles Stone Project 100 Highland Ave: , Salem 15 Front Street Contractor Welch Group Salem , MA 01970 --------------------------------------------------------------------------- :LASS , )P CRE7E 30000 .3i i_ DRY WEIGHTS MATERIALS Cement Brand Name Fine ASgr . Source R Coarse ggr . Source 4 Admixture Brand Name Admixture I,rand Name_ t Wates- Source ------------------------------------------------------------------------- 6 TIC CONCRETE REPRESENTED : C- sso 0-1i LAD PATS. HATE AGE s NO . SIZE AREA WEIGHT CAST TE67ED DAYS P-S. I . H105 602 28 .27 2 . .75 3-13 3-20-87 7 2,900 1 H106 602 25.27 2=' . S: 3- 13--37 3-27-87 14 4,420 HL07 6x12 28 .27 29. 69 3-13-87 4-10-87 28 4,7SO HIOS 602 25.27 2 . . 61 3-13-37 4-10-87 28 4 ,950 u ------—----——--—————--------------------------------——--------—--------- AIR ------- AIR CONTENT 4.8% REMARKS : SLUMP 3" WET IIENSITY CONCRETE TEMP. 64 AIR TEMP . 35 TRUCK NO . 32 aatt '_t'a_t .;'Y Unsatisfactory TICKET NO. 99663 UTS OF MASSACHUSETTS, INC. Reviewed BY : MlchaNDeski er U U TTTTTTTTTT S S S U U T S . .._.S _ U U T S U U T S S S Of MASSACHUSETTS, INC. r U U T S U U T S S U U U T S S S t � p 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 UTS CYLINDER REPORT DATE 04-13"-87 4 Welch Group Jot, . No . LITS 7574 Mr . Charles Stone Project 100 Highland Ave. , Salem 15 Front Street Contractor Welch Group Salem, MA 01970 -----------------------•---------------------------------- ------------------- CL..ASS CONCRETE 30000 3/4'' DRY WEIC;HTS MATERIALS \ J Gement Brand Name Fine Aggr . Source e Coarse Aggr . Source �. Admixture Brand Name Admir.ture Brand Name Water Source I LOCATION OF CONCRETE REPRESENTED : Caisson : C:-13 LAB DATE DATE AGE NO. S1:7_E AREA WEIGHT CAST TESTEIi DAYS P.S. I . r H267 6x12 28.27 29.50 3-16-87 3-23--87 7 2,810 r H268 602 28.27 29.44 3--16--87 3-30-87 14 3,71.0 H269 602 28.27 29 .44 3-1.6--87 4-13-87 28 4,240 H270 602 28.27 29.50 3-1.6--87 4-13--87 28 4,240 w AIR CONTENT 4.9Y REMARKS : SLUMP V WET DENSITY CONCRETE: TEMP. 62 AIR TEMP. 38 TRUCK NO. 2 Satisfactorl Unsatisfactory ' TICKET NO. 99719 UTS OF MASSACHUSETTS, INC. Reviewed By : Michael Deshler U O TTTTTTTTTT S S S � U U T S S � U U T S U U T S S S Of MASSACHUSETTS/ INC" � U U T S ^ U U T S S ( U U U T SSS \ 5 Richardson Lane/ Stoneham/ MA 02180 617-438`7755 / ` Rebar Inspection REPORT DATE 04-16-87 15 Welch Group Job . No . UTS 7574 ` Mr " Charles Stone Project 100 Highland Ave. , Salem 15 Front Street Contractor Welch Group / Salem) MA 01970 —`----------`-------^--------------`^-------------------```-------------- A visit uas made to the above pro �ect site to Perform a visua | i insPection on rebar placed . The areas inspected today are as follows ; — Foundation Walls , Footing & Piers Lines 3 between A & B E � 3-3 k / " lines B between 3 to 5 E | . 4-4 , Al ! work observed today was in accordance with job specifications and no objectionable Practices ^ were observed " , � � i , ^ + � � ^ ^— ' \ � INSPECTOR : M. C. min. day + 1 hr . U T S OF MASSACHUSETTS/ INC. travel . Reviewed By : Michael Deshler K��' � | ^ U U TTTTTTTTTT S S S ^ U U T S S � � U U T S U U T S S S Of MASSACHUSETTS/ INC" U U T S x U U T S S � , � U U U T SSS i\ 5 Richardson Lane/ Stoneham/ MA 02180 617-438-7755 ^ � Engineering REPORT DATE 04-21-87 14 i / Welch Group Job . No . UTS 7574 < Mr " Charles Stone Project 100 Highland Ave . , Salem 15 Front Street Contiactor Welch Group Salem/ MA 01970 ` � --'--------`-----------_-----------`------------^----------`----,_---`'—_— Contacted Jeff Poiuzzi SuPerin�endent for explanation f th � / o e � � excavating operation. � — Found that excavation had proceeded through dumped debris/ some clay and an isolated strata of peat to a footing subgrade at 15 ' elevation � into a dense sand gravel . Encountered water during the excavation � and placed a foot of 1" stone" The soil conditions at the footing subsrade are capable of supporting � , at least three ( 3 ) ton per square foot " Could no locate drawing or ( specification requirements for soil bearing Pressure. ^ � � ' � ' � � \ ` ` ' INSPECTOR : F.E. RudzinskY / P. E. U T S OF MASSACHUSETTS/ INC. MA RepO 10105 4 Hours Reviewed BY : Michael Deshler pf U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S �..'' 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 t UTS CYLINDER REPORT DATE 04-23-87 8 j' Welch Group .lob . No . UTS 7574 Mr . Charles Stone Project 100 Highland Ave. , Salem t 15 Front Street Contractor Welch Group Salem, FSA 01970 -------------------------------------------------------------------------r CLASS CONCRETE 400003/0. DRY WEIGHTS MATERIALS Cement Strand Name Fine Aggr . Source c Coarse Aggr . Source Admixture Brand Name Admixture Brand Name Water Source ------------------------------------------------------------------------t z LOCATION OF CONCRETE REPkLSF-.N1ED , Caisson : C--1. 4 B f LAB DATE DATE AGE g NO. SIZE.. AREA WEIGHT CAST TESTED DAYS P.S. I . I514 6212 28.27 29 . 1.3 3-26-87 4-2-87 7 2, 120 151.5 6x1.2 28.27 29.25 3-26-87 4-9-07 14 3,040 I516 6x12 28.27 29. 13 3-26-87 4-23-87 28 3,960 IS1.7 6x12 28. 27 29.25 3-26-87 4--23-87 28 33 ,930 t x u AIR CONTENT 5.0% REMARKS : SLUMP 4 1/2'' WET DENSITY CONCRETE TEMP. 68 AIR TEMP. 40 TRUCK NO. 1.0 Satisfactor Unsatisfactory i . TICKET NO. 100141 UTS OF MASSACHUSETTS, INC. Reviewed By : Michael DeshA/y►///�� j U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 021.60 617-436--7755 UTS CYLINDER REPORT DATE 04--30--67 9 i Welch C:;t-ouP .)oF, . No . LITLi 7:174 Mr . Charles Ston_ Project 100 Highland Ave . , Salem 1.5 Front 'Street Contractor Welch Group Salem, MA 01970 ---'-'-----'--'-'---------'--------'-'-------_'--------------------------- -- CLASS CONCRE.TE.. 40004 3/4" Pump Dri*,Y WEIGHTS i`tA"i'ERIAL`, Cement Brand N ,na Fine Agar . Source Coarse Agar . source C 7 Admixture Biand Name Admixture Brand Ndme p- ......----------------------------------------------------___------------------ LOCATION OF CONCRETE REPRESENTED : Wa I I Lines "F between 3 and 5 s LAD DATE.-: DATE AGE' NO . SIZE AREA WE;.16HT CA SI TESTED DAYS P. S. I . K104 602 26•.27 29 .50 4-23-87 4-30-87 7 7, 570 K1.10 6X12 28. 27 29.56 4--23--67 5-7-87 F i 1 Kill �xi2 . -67 5--217--i7 28 � :: 27_. 295 4--_` K1. 12 6X1.2 28. 27 :29.50 4-23-87 5-21.-87 28 t --------------------------------------------------------------------- a, c. AIR CONTENT 3.74 REMARKS ; SL.UMI 4' WET DENSITY C;riNC6:E"('E TEMP. 67 AIR TEMP. 53 RUCK NO . 23 Satis.factory Lin<..::ati 'sfactory TICKET NO. 101120 f UT.S OF MASSACHUSETTS, INC. h:ev iewe.d By : Michael Dc.ishle fl U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS/ INC " U U T S U U T S S UUU T SSS < 5 Richardson Lane/ Stoneham/ MA 02180 617-438-7755 UTS CYLINDER REPORT DATE 04-30-87 10 Welch GrouP Job " No . UTS 7574 Mr . Charles Stone Project 100 Highland Ave. , Salem 15 Front Street Contiactor Welch Group Salem , MA 01970 ------------------------------------------------------------------------- CLASS CONCRETE 40000 3/4' Pump _ DRY WEIGHTS MATERIALS Cement Brand Nam(.-- Fine ameF ! ne Aggr " Source Coarse Aqqr . Source Admixture Brand Naw.- Admixture ameAdmixture Brand Name Water Source ------------------------------------------------------------------------- LOCATION OF CONCRETE REPREQNTED ; Wa | | Line "5" between A and B `~^ LAB DATE DATE AGE NO. SIZE AREA WEIGHT CASl TESTED DAYS P. S. I " K105 602 28,27 29 .25 4-23-87 4-30-87 7 3 / 540 K106 602 28 " 27 29 . 19 4-23-87 5-7-87 14 007 602 28.27 29"25 4-23-87 5-21-87 28 ^ K108 602 28 " 27 29 . 25 4-23-87 5-21-87 28 - ------------------------------------------------------------------------- AIR CONTENT 3 . 8% REMARKS ! SLUMP 4 1/2" WET DENSITY CONCRETE TEMP . 62 AIR TEMP " 45 TRUCK NO . 2 Satisfac � or�^ ;nsaiisfactory � TICKET NO . 101116 UTS OF MASSACHUSETTS/ INC. Rev ieued By : Michael Deshie � V�^ " U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC" U U T S U U T S S U U U T SSS \ 5 Richardson Lane / Stoneham / MA 02180 617-438-7755 UTS CYLINDER REPORT DATE 05-07-87 � Welch Group job . No . UTS 7574 Mr . Charles Stone Project 100 Hiqh \ a /`d Ave . / Saiem 15 Front Streer Confractor Ue | ch Group Salem , MA 01977! -------------------------------------- ----------------------------------- CLASa CONCRETE 40000 3/4" Pump _ DRY WEIGHTS MATERIALS Cement Brand Na°e Fine Aggr " Source Coarse Aqgr " Source Admixture Brand Name Adm \ xt ure Brand Name, Water Source ------------------------------------------------------------------------- LOCATION OF CONCRETE REPRESENTED : Wall Lines xB" between 3 and 5 t � LAB DATE DATE AGE NO" SIZE AREA WEIGHT CAST TESTED DAYS P . S . I , K109 602 28"27 29 ^50 4-23-87 4-30-87 7 3 /570 K110 6x12 28 . 27 29 . 56 4-23-87 5-7-87 14 4 / 240 Kim 6x12 28 .27 29 ^56 4-23-87 5-21-87 X. 012 6x12 28 . 27 29. 50 4-23-87 5-21-87 28 - ' ------------------------------------------------------------------------- AIR CONTENT 3 . 7% REMARK& SLUMP 4/' WET DENSITY CONCRETE TEMP , 67 AIR TEMP " 5.-- TRUCK 3TRUCK NO . 23 Satisfactory7 Unsatisfactory | / TICKET NO . 101128 UTS OF MASSACHUSETTS C, Rev iowed BY : Michael Gesh | er � Vx v U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS / INC" U U T S U U T S S U U U T SSS ` 5 Richardson Lane / Stoneham/ MA 02180 617~438-7755 UTS CYLINDER REPORT DATE 05-07-87 1O Welch Grouv job . No . UTS 7574 Mr , Charles Stone Project 100 Highland Ave . , Sa \ em 15 Front Street Contractor Welch Group Sa | em, MA 0197O ------------------------------------------------------------------------- CLASS CONCRETE 4000t 3/4" Pump _ DRY WEIGHTS MATERIALS Cement Brand Name Fine Actor . Source Coarse Aqgr . Source Admixture Brand Neme Admixture Srand Nane Water Source ------------------------------------------------------------------------- LOCATION OF CONCRETE REPRESENTED : Wai | Line "5" between A and B LAB DATE DATE ASE NO . SIZE AkEA WEIGHT CAST TESTED DaYS P . S . I . K105 6x12 28 ,27 29 ^25 4-23-87 4-30-87 7 3 '54O K106 602 28 . 27 29. 19 4-23-87 5-7-87 14 4 /42O K107 602 22 . 27 29 . 25 4-23-87 5-21-87 Z.- KIM 8K1O8 602 28 . 27 29 . 25 4-23-87 5-21-87 28 - ' ------------------------------------------------------------------------- AIR CONTENT 3'811, REMARKS ; SLUMP 4 1/2" WET DENSITY CONCRETE TEW ^ 62 AIR TEMP " 45 .� � TRUCK NO . 2 Satisfactor `~ Unsa � isfactor� TICKET NO . 101116 UTS OF MASSACHUSETTS I C . Revieeed Tv : Hichae | Deshier � ' �� ' I.; !TTTTTTTTT S 5 S U T U T U LJ T S S S Of MASSACHUSETTS, lNC . U U T S U U T S S U U U 7' S S S 5 Richardson Lane, Blonwham, MA 021@5 617-416-7755 nLYNOT? Rvp Tj PAIT ww ; uh 9- 0 �r 757., is FY00 ? " ny& TVI .Tmv fl �W ------------------- - ------- --- ----- - - - --------------------------- ------- VLASH W4EV7E 112001 1/4" Pao, DAY WATAAQ� onown . �rtno V141. worme Aggy Z 0 . r: v A6 m i w � u C- ! rand bac-, Admin " ur -: nom Nnn .� wonm .......... LIE07ION Do wan ; Line "A" 14 fost vfP Lino u ., fool off tine 1 ) Toy ' m A- ( 1 0 : L 05. A 5 :1 . 17 241VT .......... nip jAW714- W CH7 vvvvin FAVORE7E W7 , 0:� AT7 7HOW . 6 � TRUCK ING . N 71WIT vu1000� ATE OF INC , U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS / INC" U U T S U U T S S U U U T SSS 5 Richardson Lane/ Stoneham , MA 02180 617-438-7755 UTR CYLINDER REPORT DATE 05-21-87 9 We ! ch GrouP Job ^ N: . UTS 7574 Mr . Char ! es Stone Project lOO Highland Ave . / is ! em 15 Front Strem uo0ractor "e { ch G' ouP Sa | em , MA 01970 ------- ---------------------------- ------------------------------------ CLPSS PONCRETE 40001 7/4" - DRY WEIGHTS �ATEKIALS Fement Brano NOT.. Fine A9qr . bource Coarse Aqqr . Source Admixture Drand Name Admixture Grand h�'�e Water Source ------------------------------------------------------------------------- LOCATION OF CONCRETE Wai1 Lices "B" between 3 and 5 LAB DATE DATE AGE NO , SIZE AREA WEIGHT CAST TESTED DAYS P. S , I , K109 6x12 28 .27 29"54 4-23-87 4-30-87 7 3 /57O K110 602 28 . 27 29 . 56 4-23-87 5-7-B7 14 4 / 24O Kill 6x12 28 .27 29 "56 4-23-87 5-21-87 28 5 /450 W2 602 2E . 27 29 . 50 4-23-87 5-21-87 28 5 /48� - ' ----------------------- -------- ----------------------------------------- AIR CONTENT 3 .7% AEMARKS � S0i2MP WET DENSITY CONCRETE TEMP , 67 AIR TEMP , 53 TRUCK NO . 23 Satisfact ��v �nsatisfacto. y TICKET NO . 101128 UTS OF MASSACHU�ET�S / �NC. qevieued D' . Michael Desh ! teyozv U U TTTTTTTTTT S S S U U T S S _ U U T S U U T S S S Of MASSACHUSETTS/ INC . U U T S U U T S S U U U T SSS ( ` 5 Richardson Lane / Stoneham/ MA 02180 617-438-7755 UTS CYLINDER REPORT DATE 05-21-87 lO Welch Grow) Job . No . UTS 7574 Mr . Charles Stone Project 100 Highland Ave . , Sa | em 15 Front Street Contractor We / ch Gro :P Salem, MA 0197O -------------------------------------------------------------------- ----- CLASS CONCRETE 400Ot 3/4" Pump _ DRY WEIGHTS MATERIALS Cement ^ Drano Nawe Fine Aqqr . source Coarse ACgr . Source A�mix �ure Brand Name Admixture Brand New, Wa {er source ------------------------------- '----------------------------------------- LOCATION OF CONCRETE REPRESENTED . Wei ' Line "5" between A and B LAB DATE DATE ASE NO . SIZE AREA NEIGHT CAST TESTED DAYS P . S . I . K105 602 28 .27 29 , 25 4-23-87 4-30-37 7 3 / 54O K106 602 28. 27 29" 19 4-23-87 5-7-87 14 4 / 42O K107 602 28 . 27 29 .25 4-23-87 5-21-87 28 5/ 31O An 602 28 . 27 29 . 25 4-23-87 5-21-87 23 5 ' 39O - ' -------------' ------------------- -----' - -------------------------------- AIR CONTENT 3 .8% AEMARKS : SLUMP 4 1/2" WET DENSITY CONCRETE T[MP, c2 AP TEMP , 45 TRUCK @O . 2 Sat � sfac��y Unsatisfactor� � TICKET NO , 101116 UTS OF MASSACHUSETTS / INC. Reviewed By . Michas ! Desh | YO U U TTTTTTTTTT S S S U U T S S U U T 3 U U T S S S Of MASSACHUSETTS/ INC" U U T S U U T S S U U U T SSS 5 Richardson Lane/ Stoneham/ MA 02180 617~438-7755 -- ' ~ UTS CYLINDER REPORT � �-� �' DATE 05-27-87 12 - Welch Group Job . No . UTS 7574 Mr . Charles Stone Project 100 Highland Ave. , Salem 15 Front Street Contractor Welch Group Salem, MA 01970 --------------------------`--------------------`--------^-`-------------- CLASS CONCRETE 00000 3/4o � ` DRY WEIGHTS MATERIALS Cement Brand Name Fine Aggr . Source Coarse A99r . Source Admixture Bi and Name Admixture Brand Name Water Source ----`---------------------------------------------------'-------------`-- LOCATION OF CONCRETE REPRESENTED : Wall : Lines 1 - C/ 3 / AA and C LAB DATE DATE AGE NO. SIZE AREA WEIGHT CAST TESTED DAYS P. S . T . N183 602 28,27 29"50 5-20-87 5-27-87 7 2/280 N184 6x12 28 ^27 29. 56 5-20-87 6-17-87 28 . N185 6x12 28.27 29"63 5-20-87 6-17-87 28 NI86 6x12 28, 27 29 " 50 5-20-87 6-17-87 28 ' ------------------------------------------------------------------------- AIR CONTENT 6 . 1% REMARKS : SLUMP 4'` WET DENSITY CONCRETE TEMP" 65 / AIR TEMP . 58 �� TRUCK NO. 2 Satisfactory- Unsatisfactory TICKET NO. 102698 UTS OF MASSACHUSETTS , INC . Reviewed By : Michael Deshler / / ' U U S U U T S S S Of MASSACHUSETTS , INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stonenam , MA 02180 617-438-7755 !_I?S CYLINDER REQ ORT DATE 06-17 -87 ..._ l?ffit::E? Copy ,int! . No . lil _i 774 l-•"ioject 100 Highland Ave. , Sfdlem Cantiactor Welch Group ------------------------------------------------------------------------- _L.A`[? CONCRKE -Aral 0 7/4" DRY .— . TE5 S cemem V and Nam- Ado ! 1 ._ -i ... wm- d i, .-. . .,..,J ... - -: OF 29WORKH t DATE no-A . qg .. 2 21 . 27 . . 7-2--S7 - ? �5 12 •. 2- = ' - 25 3,400 KAT 2- - 5 20 -- 0 17-27 ,'3 4,490 _ --- -.- . .. _ 2S 4,390 **CORRECTED REPORT** U U Tt11TfTiTT S S S U U T _. S IU U T S U U T S S S Of MASSACHUSETTS , INC . U U T U U T S S RECEIVED JUN 3 G pfv .TUU T S S 6 `:i Richardson Lane-_, Stoneham, MA 02180 617-438-7755 Welch Grour, jub . No . HTS 7574 .. .. :... i'i i' ., Charles -: r: !iai i' _ m._ " 100 Highiand Ave. , . . .. 5 Front Strew C n t w e i o I, ) Saw , MA 01970 CLATS CON:RFIE 70000 3/4' Fine a.... . r . S r ... 41 and i`2 i i0.-! ----------------------- ---------------------------------------------------- LOCATION ... CONCRETE . REPRESENTED : !...1.11' DATE !.�.: I ;..--_- i;s..Ti:' A:_... SIZE i A i . .I H CAST TESTED DAYS .. . .. . NIS5 602 2S . 27 29 .61 ;- ----------------------- - --------------------------- ------------------ ----- AIR CONTENT 612 '. REKARK`.. d WET DENSIT) . CONCRETE TEMP .t TEMP . ,:., / TRUCK NO . Satinforpers/ Y : 76 Ow .., T _. Rwinwed Michas ; ._ VYO U T S S tj T S Ll T S Of MASSACHUSETTS, W., U T S U lj T S RECEIVED BIN 3 0 SW U U U T c r.. S 5 Richardson Lane , Stoneham , MA 02180 617-43B-7755 707n7KA WORRY 00-27 -9-1 UTS 757 Qhv - ! - � Stone 100 RtylvArd Ave , , snw�� nT FrW Ttyevi PontranTor Wwoh Proup 90ex nA Q! ?70 - --- --- - - ----- CONCRETE 7000, "Ov Cumeni FrA " OF AY;7 ,. ��M . Aprpi Wwr " n—. Ty 1:4 ?y To 70 , 71 A- 17 -1 7-17 9- Lii iU U U T S S S Of MASSACHUSETTS , INC. U U T S U U T S S , U LI IJ T S S S 5 Richardson Lane ; Stoneham; MA 02180 617-438-7755 UTS; CYLINDER REPORT DATE 07-13-87 13 Office Copy .lob . No . UTS 7574 Project 100 Highland Ave . , Salem Contractor" Welch Group n. ' CLASS CONCRETE.l:.:c-i� .jr��p„ate. DRY WEIGHTS MATERIAQ cement Brand Now c o .. . ... nggi . . . Admixture . Pon-- Wile 0 U.r'n -- --------------------------- ------------------ --------------------------- LQ.- DATE XTE TFFTED !_ . P1107 VIT 23. 27 28 . 72 0-15-27 6-22-87 7 2 , 210 P128 w !_.: 25 . 27 ns . OC 6-15-K -:: 4,420 0629 r:: 1:_ 28 .27 2E . 71 _ 7-11 -S7 ._. 4,320 - - ---------- --- -- - - --- ---- ------ - -- 4:04 in :: .:r... ..., �' **CORRECTED REPORT U U b b U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 UTS CYLINDER REPORT DATE 07--21--87 14 Welch Group .lob . No . UTS 7574 Mr . Charles Stone Project 100 Highland Ave. , Salem 15 Front Street Contractor Welch Group Salem, MA 01970 ------------------------------------------------------------------------- CL.AS`Fi CONCRETE :3000, 3/4" DRY WEIGHTS MATERIALS Cement Brand Name Fine Ag -Jr . Source Coarse Aggr . Source . r,rlrnir:turr= Eh-and Name- Admixture Bland Naw. Later Source -------------------------------------------- ---- -------------------------- LOCATION OF CONCRETE REPRESENTED , Foundation : "Almeda; :,i . " Side, LAD DATE DATE. AGE NO. SIDE:. PREIA WEIGHT CAST TESTED DAYS P.S. I . 5716 0:' ... , . : , _..'..'., 6....23-'87 6 -30-87 7 2 ,1330 X171.7 6x: 1: 28_ ,. .-. 29. 1.$' Ci-..'. -E .' 7- 21.--87 2E3 4,390 0718 602 28. 27 29. 25 -23--87 -21-87 28 4,420 0719 602 22. 27 29. 31. 6--23--87 7-21--E7 28 4,530 _.- __ _.. . ._ ...-__...._... _..... AIR t AIa7lii:NT KV V RI n 1.1 l : **CORRECTED REPORT** 3L 11M1 WFT PF NSITY l IIR E Ili: 1EMP, .. / Il tli: NL1 . ::I: 11 ilo f- iiir lir .;.a � i 1i;.. I _ . TfCKFT 00, 1044K., HT! OF Mil ir'i!:.FIII F Y0 , Kw .. Reviewed idnd I - E. f1icti is i 11 I ::!i U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS/ INC" U U T S ' U U T S S ' U U U T SSS ` 5 Richardson Lane/ Stoneham/ MA 02180 617~438-7755 STEEL INSPECTION REPORT DATE 07-24-87 2 Welch Group Job No . UTS 7574 Mr . Charles Stone Project 100 Highland Ave. , Salem 15 Front Street Contractor Welch Group Salem, MA 01970 ---`^--------------'--`------------^—^----------^~-----------`----------~ Arrived at job site for inspection of welded anchor bolts and bolted anchor bolts. All units inspected were found to be satisfactory. — — ' ' INSPECTOR : S.A. min" day + 1 hr " U T S OF MASSACHUSETTS/ INC " travel . Reviewed By : Michael Deshler �� ` U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 STEEL INSPECTION REPORT DATE 07-14—S7 I. Welch Group Jots No . UTS 7574 Mr . Charles Stone Project 100 Highland Ave. , Salem 15 Front Street Contractor Welch Group Salem, MA 01970 --------------------------------------------------------_—"----------------------------------- A trip was made to the above site for the purpose of inspectinct structural steel . Hison consultation 1,111: 1 ,, . :i superintendent i 'fiLS p'ei_'I:OY was informed that e r•.'ion of steel was -. ` 1 i i 1 ok i ng place and vo ant... " - : �,- r , l •:- 1ed The I b --.uper i0 ' e'il'!' •i.•1' ":` ed r.n nrer. T1 .i1' ;: . i :IC.! been .. , . - I with moment I ' : nnec on jmpl t _. a ' ' his i lllifi . offer a ryulaw 0 structural prin-17 0 : 1 n1wenly I V 1n , H K10 ri��IL I iif h - .I ' F100 , ' A, 50 , :b IN AB-A , &A- 0 . oil momenK, listed ,ti r :. .=. . : Inl-' I i .•[1 to As 5,,.ig r i I I .; 1 ,1 ;• Irl _; rn ^.l ; nllmu1m an both Eirles of m . lTleni. r. .l {- .. ... ,. All moments listed •.bou weve romp and no i:bjer. t i onab l ::i pracT irps ware _ bse ed ., Wm. Monroe. f 1 14 t, t?t f - Yermita.'- Salam: CITY 0 5b1.£N>#lass F . r Y P February 13a 1987-. 100 RichlandAvenue Realty Tract s a e/h Dr. :Yatrick;Carttn: ? ` 66.Lpring Avenns f Salem. Xm i,'01970 Dear Az, Curtin. On Febtuety 126, 1987: eoambera a£ ,Staff ;visited tIm",proposed ' location: o£ your, naw of icei eceablex,located, on Ri$blaad Avenue t in the City of l to Fwd to on FerParm other«tri. some eatexet tk�.a State' drainagpa Patt9i ae... . c wi rlc,withiri the bits;of`State rc� ar T ,P; 3.s 3 4, ♦ . a s a. t �' '�^'. Z. { `•_.'rt' 4� r. :ti Y au osctering you ro cease tanddeaist upon .reCeiipk of':this` int Z ter until ry,p 8 H e , such'Limei aa� t3sR oeta�ea etmits Save beau' gaated 5 •, a•r "to You *to perfom these ope_raivMs ' ' 4. w+ Y ;..As has bsen•oplained L4 your coutraetoac,' the"ttelch_ GarpanY. ', ` µ . my`Staff ia' available,et aaytiims to meeftTand. co cp01setate•with pou 'on" this matter. V truly you , i � e ,. v r ". ,., �kwL "Tf"kiy 'A `. � ^ � t r t ♦, ..ts' �,.t � tS: I +,,.. • ., Arthur Aoyie. Jr.3 F.c z bistrietli$hwg7.EeagieiieAl r • a Inc . .t s'�.f 4 , `,�. iA W•-• d tin. ' � ..!L�.s , i . , � R . G 4 , � a� TIM {{ • r