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Home My WebLink AboutCONCRETE TEST REPORTS - 97-00026 - Broulims Grocery - New BuildingU Lam,• Date Cast ' I "7 Project Location of Pour A55CGATES r Pa 350 North 2nd Easy • Rexbwu, ID Phone(208)35b-9201 CONCRETE TEST REPORT Cast By � � No. Cast Contractor L�- '�� t'r"-�1h Report To �7 1 Concrete Supplier Quantity Represented I 3 PROJECT k cubic yards Strength Requirement - psi at 28 days MATERIAL PROPORTIONS USED (quantities per Cu61c Yard of Concrete) Mix No Cement lbs - bads Fine Aggregate (ssd) Course Aggregate (ssd) Coarse Aggregate (ssd) Wates Total _ Admixture; Amount Ty e Brand LBS Source Type LBS Size � Source � TypeLUS- Size � Source - - fiatsGalsffiag �YP� ._.�.. Vind Admixture; Amount Kind Above Information Obtained Foram; + SPA Batching Inspec#ion ❑ Project engineer a Contractor ❑ Dther n �aesignate) Ent Air ala Actual Slump inches Ticket # Temperature: Air °F Concrete ., Weather . Yater Added at Job gallons Mixing: Central fix o Truck Mix o Job Mix a Above Site Information Obtained Frvtri: IPPA Batching Inspection a Project Engineer a Contractor o Concrete Su P ier v Other v - (Designate) CYLS Delivered to Laboratory by -FPA o Contractor o Engineer v Common Carries a Vested By: r� Remarks., COMPRESSIVE STRENGTH 0 Project Manager: 4% 0 Date Cast � ' q �y ( PROJECT9 FORSGREN ASStJCJA7FS PA 350 North 2nd iiii. R�� urn in g 1lafln Phone (208)356-9201 CONCRETE TEST REPORT NDCosiC��l Project sr- �t t4 . INEV4. Location of Pour. Contractor k._ ti ` . Report T P C r Supplier Quantity Represented ic yards Strength n- equirement. Li � '---� NPENRNMW_ psi at 28 days MATERIAL PROPORTIONS USED (Quantiffies pe Cubic Yard of Concrete) Mix No comdmt 16s �� bags Type Brand Fine Aggregate (ssd� LBS Source Course Aggregate (ssd) Type`+`�" Gvu�-se Aggregate �ssd} LBS Size Source Type Water Total LBS -Size Source Type `_. �-`�—~- Admixture; Amount Gals GafsMag Admixture; Amount Kind KindAbove Intorma�on Obtained Fro-m:8atch�nFFPA glnspec#�ot� t3 Fra�ect Engineer o Contractor a Other o (Designate) MP Ent Airla Actual Sump„T,_ ° Inches rickete# Temperature: Asir �-. ; 4�m *F Concrete � �._. Weather Water Added at Job -",k, �. & e -- . gallons - �`,.,,�`'�`�`-��` Mixing -do, Central hl[ix t5 Truck Mix o Job Mix o Above Site infam�ation Obtained From: FPA Batching Inspec#�on 13 0. Engineer a Contractor o Concrete Supplier o Other a - (Designate) CYLS Delivered io Labvrat❑rY' by •FPA -0 Contractor. .o Engineer 0 CoMman Carder o COMPRESSIVE STRENGTH Tested BY: q p� , �,_,;,;, , Remarks., Project Manager: M a M 0 FORSGRElV �. M86 2nd lastw hex6urg, ID 83440 Phone (208)3.56-920-1 CONCRETE TEST REPO9,_ T Date Cast Cast By �,.,') �( No. Cast 3 F Proiect Location of Pour Contractor Report To Concrete Supplier Quantity Represented PROJECT /V � cubic yards Stren th f1equiremen psi at 28 days MATE-flIAL FROPONfloNg USED (QuARlifi.,s Per „6;c Vairi of Concrete) Mix No Cement lbs bags Type Brand Fine Aggregate (ssd) LBS Source TypeCourse Aggregate (ssd) LBS Size Source Type Coarse Aggregate (ssd) LBS Size Source Type Water Total Gals Gals/Bag Admixture; Am ount Kind Admixture; Amount 19nd Above Information Obtained From: FPA Batchinq1n,%rtnCUq"....... Cen4raa�ar e other Q (Designate) p Projea Engineer o Ent Air % Actual Slump , Inches icket #Temperature: Air �F Co�ncrete Weather mater Added at Jab gallons Mixing.* Central Mix a Truck Mix a Joh Mix a above Site Informat��an ��ta�n�d From: FPA Batching Inspection o - Prn jest ung=neer a Contractor a Concrete Su CYLS Delivered tq LApqrgtg 4 pplier 0 Other v • (Desi nate) 0�' �1 ngineec v Common Carries n C0MPR;=-q'z1Vf= eTDeRlrftrr..r Tested By: C�iV . Remarks: Project Manager: 0 �a ,fes{MR F -c41 350 North 2nd East,= Rexburg, ID rhano (ioi)iscuioi 83440 GOf�GftET� TEST REPORT Date CastI LQ lQn Cast By No. Cast Project _ orf Location of Pour Contractor IM.. Report 7v P.. Concrete Supplier quantity Represented 4. cubic yards PROJECT # rengin viequirement• psi at 28 days MATERIAL PROPORTIONS USED (Quantities per Cubic Yard of Concrete) Mix No Cement lbs bads Fine Aggregate (ssd) Course Aggregate (ssd) Course Aggregate (ssd) Water Total Admixture; Amount TYPE branMEwliumd LBS Source Type LAS Size � Source Type L13S-Size Source Gal s Gals/Bag Admixture; Amount nd Above Information Obtained From@ FPA Batching��d Project Engineer 13 Contractor fl Other a (Designate) int Air. aIQ ACtual slump Inches Iricket # Temperature: Air _ *F Concrete Weather . Water Added at Job gal -Ions Mixing: Gentral Mix ❑ Truck Mix a Jai Mix o Above Site Information Obtained From: FPA Satchina Inst action n Contractor o Concrete Supplier CYLS Delivered to boratory by • FPA 0J19 O#iter 13 - (Designate) .. a Contractor. v Engincer a Common Carrier Q Tested By; rn-" - I - Remarks; y � � .6 Project Manager: 1* Date Cast Project Location of Pour FORSGRE/V 2nd East WnThlirniD HIM Phone (20-8)35&-9201 CONCRETE TEST REPORT ■! � oil �U No. last Contractor O(N ,, Report 70 Q) rk Concrete Suppi'er Quantity Represented 9 r yards PROJECT I L11 I zq gtti "equirement- � psi at 28 days MATERIAL PROPORTIONS USED (quantities per Cubic Yard of Concrete ) Mix No Cement lbs baggy Type Brand F'Ine Courseggregate Fssd) LBS Source � Typewmnmmmn� Aggregate �ssdLBS Size SourceType Course Aggregate (ssd). —. �-,.____ Water Total �--.�— LBS -Size � Source Type Admixture, Amount— kL Gals Gals/Bag Admixture; Amount Kind Above Information Obtained From:F Kind vOther- �'� gat�h�ng Inspec�on a Prrojec# engineer fl ❑ (Designate) Ent Air Teme�-a � p'� 4J�ctua�t Slum T"icketp �_ inches � �.tre: A,ir F Concrete - Weather Water Adders at Job gai�ons . Mixing: Centra[ Mi.x--O Truck Mix o Job Mix o Above Site Informata on Obtalned From: FPI ► Batching InSrPecfion a � ProjectContractor a �v�cr+�te Supplier o Other �• (Designate � Engirneer a CYLS Delivered to Laboratory by •FPA �o Contractor. a Engineerr � o Common Cartier ❑ Teistecl 13y,o ca, In 4, - "N IL A R,eMarks,-, Project Manager: .4 a 1�1 Date Cast Pro'ect �JPJP - J Lvcation of Pour �' -, Cori#cac#arm�L ASSOCIATES p ��9 ��f�l Zed E�[f � R�zb�19,1D fl9dd0 Phone (208)356-9201 CONCRETE TEST REPORT Cast BY No. Cast tieport To �a �1 e ��''li t-� Concrete Supptier �--- "' OUantity Represented cubic yards mom Strength Requirement. psi at 28 days MATERIAL PROPORTIONS USED {Quantities per Cubic Yard of Concrete) Mix No Cement lbs bags Type Brand Fine Aggregate (ssd) LBS Source- .°.-- Course Aggregate (ssd) Type Course Aggregate (,ssd) S Size Source,.�."„�..`. Type LBS -Size ._'�� Water Total Source TYP-e ��,; Admi�c��re; Amount Gals m"np�� Gals/Bag ' Admixfure, Amount Kind' AboveInf4rmation Obtained8aichfng end o From, FPA lns ection a FralertEngineer a Other 0 (Designate) ,Ent Air % Actual Slump -Inches Temperature: Air'OF Concrete 7ickei # Water Added at Job Weather �.�°�..__ Mtxir�g; Central f'q gallons IX E3 Truck Mix o job MixAbove Site Info ion Obtained from: FPA a ginsp�c�iar�a Cantractar E3 ProjectEngineer o Concrete Supplier a Other a - (Designate}CYLS Delivered to Unboratory by FPA n Contractor..13 Engineer a Common Carrier a HO1a. Tested By; I Remarks: COMPRESSIVE STRENGTH Project Manager. .1 4L Date Cash.; qw iect Location of Pour-,�. �= Contractor �tl� � � Report To Concrete ier pp" ity Represented PROJECT if 350 FORSGREN ASSOCLATES .� P.r4. NOrth end East a. Rexb-tirryv In RqA.An Phone (208)35&.9201 CO[VCRETE TEST REPORT i Cast�7.4N. Cast t 7 C Cubic yards Stren Ciequirement MATERIAL PROPORTIONS USED (Quantities per Cubic Yard of Concrete) Miz No psi at 28 days Cement lbs bags Type ,_ „�� FineAggregate (ssdj LBS Source Brand Course Aggregate (ssid)Type Course Aggregate {ssd) LBS Size Source Type .,_„” LBS -Size Water Total Source TYPE Gals �„� Admi�cture; Amount Gals Admixture-0 Arnount Kind Kind Above Information Obtained From: FPA Batching Inspection 0 Project �ng�ne�rContractor 0 o Other 13 {Des�gna#e} ,.Ent Air. `- � % temperature: Air- � _� .F Water Added at Job"' Mixing. Central Mix 0 A tw T Actual Slump A . Inches Ticket 9 OF rt^n0%vdMf&% s ,� 9 Weather Mj, Ln. -n IJ gallons � � � . k Mix )0 Job Mix E3 %;vu oue inrormation Obta��ned from: FPS Batching ion 13 • Prajct g�neerContractor 0 Concre#eSupplit3 CYLS Delivered#o er a Other 0 - (Designate) boratory by FPA -13 Contractor a Engineer c3 Gammon Carrier o Tested By: Remarks'. COMPRESSIVE STRENGTH M Project Managed'; -EL q I nit AO x LL CQv CY In 4 z Q cr) N V-" 0 41 r--4 F- CD z qb-,P 0 Lei 19 4) 19 I 4 y a 8 " CL a 3 6 3 3 S ,31 " 3 I a %L T6 IL R r - • Jeduevi."104d lb lb WA. ilk UuIolUqoq_L I!os oAjmsec)ou py��a�sI&BION jol apis asn s)qavwaa S ..1- G�f i S N7n7 f.- . � �%7 8 L b 'S�� 7'� i L. 'S r � as.�, _ ,.-�, still - s � ZIL 4�71 oo� i r) � 'S z % z 4!� mmp� /71 C,7/// j,5 IN 1q, . x'66 S'�� ,' � b . , 'r `•9-/, t'3� � ups mm� 1. 1 — �J u� S.� �S�I L c� 2 ��' t��l� rva ro r N— 5 f1 'L� s9 / 9'z l 1 �3ry� 3�u�'s v� z, �l � 5 � �' f 9 I �^�� s� 9� ss — s �1 Z rl ;W 40 1' *5 ......... S ' �. T/ 9�/ l � � � ' r'Mor� oa �' �� w� � -N oP r+ z/ -POP, %=IF 91 OCIR 14 UoRmool JSq.L spow AON % Ajo )&Ak pl"A un Aoig i8'^o/yQl) AM'tusa 0061d-ul ��s ;unoo piepuelS ainIsioll '— � �7z junoo paepuBIg A4isuap Al!sue(] Aj(] exeVq"ON JOPO'd % ainIsioVI wn,wildo �•no/sq�� '74 t NOI1dIdOSEa IIOS �.v 1N�Il� MEW-, �if _.'� w �rcl j ioBroud 97 L aoHnw 35nvD av3i3nN AS SIS AlISN34 110S 33tlld-NI =10 ltlOd3li &Z (le -17 "'ON podau -ON POMfOJd EMMA& ILI s)qavwaa S ..1- G�f i S N7n7 f.- . � �%7 8 L b 'S�� 7'� i L. 'S r � as.�, _ ,.-�, still - s � ZIL 4�71 oo� i r) � 'S z % z 4!� mmp� /71 C,7/// j,5 IN 1q, . x'66 S'�� ,' � b . , 'r `•9-/, t'3� � ups mm� 1. 1 — �J u� S.� �S�I L c� 2 ��' t��l� rva ro r N— 5 f1 'L� s9 / 9'z l 1 �3ry� 3�u�'s v� z, �l � 5 � �' f 9 I �^�� s� 9� ss — s �1 Z rl ;W 40 1' *5 ......... S ' �. T/ 9�/ l � � � ' r'Mor� oa �' �� w� � -N oP r+ z/ -POP, %=IF 91 OCIR 14 UoRmool JSq.L spow AON % Ajo )&Ak pl"A un Aoig i8'^o/yQl) AM'tusa 0061d-ul ��s ;unoo piepuelS ainIsioll '— � �7z junoo paepuBIg A4isuap Al!sue(] Aj(] exeVq"ON JOPO'd % ainIsioVI wn,wildo �•no/sq�� '74 t NOI1dIdOSEa IIOS �.v 1N�Il� MEW-, �if _.'� w �rcl j ioBroud 97 L aoHnw 35nvD av3i3nN AS SIS AlISN34 110S 33tlld-NI =10 ltlOd3li &Z (le -17 "'ON podau -ON POMfOJd EMMA& �' u J.86um loajala Z �l' Lt.� �j Mli�iogouqool 4 1 -Aimeoeu A y01ims joi apis E)sjE)Aoj ash .310N juno:D piEpuels ;Djnlsio,Vj �.. � junvo pjepu,%S A1!sua(] MON JOPOld % ainIsioVi wnwildo jj•no/sqj filisuap AJC] -XeN /`*"%d5b/ NOIldIaOS341lOS . �,ry 5�..,:�rD �� loEfOad IT LO 1XI-1 lFc B i RI SIS JWSN3O 110S 33Vld-NI =10 laOd3a Z /=;� -49Z • o alea 3581 *ON padaH 'ON 100iloWd N,g H�S 2tO A 1N311O n, 2 FORSGREN ASSOCIATES / P.A. Project No. . ta1 i-- 2w--'Q� Report No., Test Date CLIENT PROJECT _,grn�Ll'► rr�5 �t �p� Mds 1LP-� SOIL DESCRIPTION ��tL-Et1 Y(1 Sn' � j S� (j,(1 C�(?l�Q� Max. Dry Density I Va.?_ ibs/cu.ft Optimum Moisture % Proctor No. Density Standard Count Moisture Standard Count REMARKS E': NOTE. Use reverse side for sketch If necessary. Svil Technician Project Manger 0- IA T E S[j�:a.'+ao+�-+a._�..�st:-,�mA#$:�'z.•®•s�'q,:+�#'$�r•.�,`_.r=,-.`�. �.r.7�-•.��:��'m_�_ •S4tI�A�c$M•�.• is�. F �- P OJ E . - PROJECT-; 75it��c SHEEET O fT e•�+,=1�i4�r i E��1�....'i t�t�.�.'_�,��IG ..�4•�,�^��-•��s4r..e �u �.Y��,.�a-. �': A�iti�Jx.tlea Baa ,p 1., I t fDm", C+ bo - poi - c, R w� Sod+ spcy+-s, 15 2D i im r1 l 4>zt ckk -N> Bq, 25 v._ f.+ CA I A -I A => '%> A-�i t) �►�) 1,x.5) � ai.-A , n Cjj, F + A = (� a) 1201 (,J) = 3a0 q. . I�A, CO Cil . ucL it _.�- - .._•"..-s,�.m. _- _rte- - - �—•-.�..�..� - _ _ �.-E t a ` -VIAK. �+ DATE I ° PROJECT NO, dot) tt �� but V .......... rt , g .-..i-.?+9�° _... - 1 - 4.Y -r--• tet, ,�y , 9• I Z1. f I 1 .7- C CiL V aii F Ln L M1 . - - 'kiU3". �''R.'�I.s��.?4��7•-•"G:�:r�,�'.::h-: _T.� � ems. ;�•�.yy a,s 15' A 5u c r + L-A ' ) ( , 44 C.6 t) qmm� » o c� u