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Permits 2405 Mayport Rd- WALGREENSCITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 09-00002045 Date 6/24/10 Property Address 2405 MAYPORT RD Application type description COMMERCIAL NEW CONSTRUCTION Property Zoning COM GENERAL DISTRICT Application valuation 1200000 ---------------------------------------------------------------------------- Application desc NEW WALGREENS DRUGSTORE ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ AGREE ATLANTIC BEACH LLC EC KENYON 31850 NORTHWESTERN HWY 10028 SAN JOSE BLVD FAX # 737 9110 JACKSONVILLE FL 32257 FARMINGTON HILLS MI 48331 (904) 389-2353 --------------------- Structure Information 000 000 ---------------------- Construction Type TYPE 5-B Occupancy Type BUSINESS Flood Zone ZONE X ---------------------------------------------------------------------------- Permit MECHANICAL GAS PIPE PERMIT Additional desc . Permit Fee 104.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date 12/21/10 ---------------------------------------------------------------------------- Special Notes and Comments Avoid damage to underground water/sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary. If field coordination is needed, call 247-5834. Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. A sewer cleanout must be installed at the property line. cleanout must be covered with an RT1 concrete box with metal lid. cleanout to be set to grade and visible. Tapping of existing water main must be done by a Florida Licensed Underground Utility Contractor. Coordinate with City prior to completing work 2 247-5834. Fire lines must be metered with a Sensus touch-read meter. Meters larger than 2" must be installed in a vault as noted in JEA specifications. Avoid damage to underground water/sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary. If field coordination is needed, call 247-5834. Fire lines must be metered with a Sensus touch-read meter PERMIT IS ~~PR~~~NL~N~~ANCLMA~~.L ~rA'I1~~C ~~AI1~A~9lCTs6Tb@llba~ff~ORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Page 2 Application Number 09-00002045 Date 6/24/10 ---------------------------------------------------------------------------- Special Notes and Comments in an vault as noted in JEA specifications. Contact City to have inspector observe tap at least 48 hours prior to construction at 247-5834. Roll off container company must be on City approved list and cannot be placed on City right-af-way. SWPPP and Erosion Control Plan must be available on site at all times for inspection. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total Plan Check Total Grand Total 104.00 104.00 .00 .00 .00 .00 .00 .00 104.00 104.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ••, iv:ula Jurt 22 1Q lO:lOa MECJfIA~TICAL FE~MTI' AYFLYCATION CITY OF ATL..4NT~EC BEACH. 800 Semigote Rd Atist>;tia Besch, FL 32233 Ph (~04) 247-5826 Fax (9+14} 247-5845 P.1 p.l .dos An>d>~ss: 2405 ~~~~T Qa _ P>~orr # ©g - 0~4 `~~ ltt~w wArc.Ctia..~aws iP~ILCT rratu~ ~~D~ D~~o . D~ NEW AiR CONDITIQNING 8c HEATING SYST~+t![ tNSTALL~ITION elir Canditicuiing_ Unit Quantity ______ .._ Tons Per Unit Heat: Unit ~~huwat~'tty BTU's Par i.tnit Sear Uwct Systems: Total F14[ REQUIRED REPLACEMENT AIR COI~iDI'FIONIlYG ~ HEATariG SYSTEM IIYSTALLATION Atu ~ Air Cosiditioning: Unit Quantity Tons get Unit AFL! ~~~11lC~D Heat: Unit uacst,t}r H"IU's 1'dr t;Jnit _ Seetc Rating,,, Duct Systems: 't'otal~FM -' R.~E'QUXREA FIRE PxEVEN~taly >:ira Sprinkfar Syseem QuenCity _,,.. __ (Regatres 3 seb of plus) Fire Standpipe Qtsenfity ~..____ QQ 3 sets ~' glans) Underground Fic+e Main ~ralna _ . _._,_ t~ 3 aNs of glace} Fore Hose Cabinets Quantity _ - -- .~ (Raldr+ea 3 secs of glltss} Cammercisl H,uods Quaff ,~ (Ita@~eires 3 sets of gis«s) r"ire Suppressicm Systesru Qe~sntity .___. ERb9g~s 3 sets of gbas) FIItE P'[.ACES MISCELLAI~IEOtJS: Prefabricated Fireplace Qty_„_ „ Atttomabi~ Li[f.4 Gas Piping Outlets Bailers BTU's . T E~FavatOtslF.s~ttatais ALL OTHER GAS PIP3NG F3i:at ~ Quantity of Outlets ~P _ Ptu~ps .-.._ # Vented Wall Fbsnsoecs R~,~l'sigataeor C,andansnr BT[T's # Water Heaters ~~ S«lar GQlEactiou b`ysb~ms ---._._ T.xnks (gallons) RTelis OTHER: f cxtntt Otc7otnes voPd U v.o~k domloe o uritlda a >bc a~arih Itesioct ar wYE u swpr~nded of ibawda~ed for six moatlu. I katby oatiifj tip E havo tea! aufs appliaesiow rnd iaww t'6e ssase ~ ~ t[i+a and o9~Ct. AtI tavvisiwts oE~ws aad e0~ad5 ~O~OiIIia$ Qds ~roitc ws1) Ua cpwp6ed adCk wbdher speci6Cd or aat The permit noes leaf Aiwa atM<fnrid b siolatc~e ptOVisioes of ate[ Otaer tta~ee or b~ taw ~ gonna ur die ves~emenoc of ceTStradieut. i'raperty Owners Nana ~ Q E E Q"1''u4N'R t ~c,,acN . G G G _ _ Fktene Ntunber MechaYUCaI Company ~k~["7 f~KG • Cm , . ON C •_ otTt~ p~YZloa63y°!' C ~?rst~.4~3 S~ Co. Address ~ ~ $~ ~vN~3 t: ~ C'c+2. t7R , _ City ~K So na+ v;:c- Sane ~ •L-p T 2 Z. J 7 Solder (PriuQt): ~_.~.~ r'~ ~, ~~'~"'~ ~_ Stute CerttificationtEtegistration # ~. ~C. ©~~ f god Notarized ~ of Lirea~sE floiAier Swath and subsaribad before me this Signaiute of Notary Pubic Jt,~t ~~ io io: ioa IYIEC~[AI~TICAL PERMI'T' A~pLYC,ATi{Jfid 800 Sernin©te Rd Atlantic Beach, FL 32233 Ph tom) 247-~82f F~ ax X944) 247-5845 ~,i Jv~ Anl~~ss: 2 40 S l"~_~_~vQ.T ~ - __ PEZ~ar~r # N ~.w w n-c-C,2c~ S' p.~vr~c~ V~~E ~ ~D, ooc~ . ~y 'l~'EW AiR Cta1NDITT(}NING ~ HEATLI~(G SYSTEI~I INSTALLATION Air Cvnditsvniug_ Unit Quantity _____-- Unit Quantitty - Tons Per Unit ' BTU':: Per iJriii Seer Rating _.____-- Heat: l~tlct Systems: Total ~FM REQLiIiRED IIEPLACEMENT AIR CONDITIONIlVG ,~ FIEAT:i~''+i(= SIr}~1'EM. IlY ~ALLATIt3N Aix Goltditiotung: L~`nit Quantity Unit Qt~cstity H Tons e'er Utlit REQI7.[RED BT'U's Pear t:Jnit _. Seer Ratio g _- eat: Duct systems: Tl`ota! CF1Vl - ~ UlB~.i? I PREVCI'~TION ~ `ire Sprinklex System Q~.tan h' _ {Regafres 3 seta Qf plar.~s) - - tt Fire Standpipe Q~ Utaderground Flre Main `,raja _ ~~~~ 3 sets a~ plans} _ ~ _ C~uires 3 std of plans) Fite Hose Cabinets Quantity Quantity d i i H ~_ {Requires 3 sets of p!I#.ns) (Requires 3 eel`s of plans) s an at Gommcx+c Fire Suppression Systems Qt>alrtity ., ___. (')Etegnu-es 3 sets of plans} FIRE PLACES Ml[SGELLAIICEQUS: Prefal~ricatted Fireplace Qty Ata:tomobile IriRg ' Gas Piping Outlets s Boilers BTU Etevatozs/Escal.attus , AI.,L OTHER. GAS PIPING Heat Exci~ang+vr -- _ Quantity of Qutlets ~ ~nFs # Vented Walt Ftunacea Kc&igerator Cotxie2ser $Tt3's # Water Hralers S Sv:lar Cattlectivn Systems Tanks (gallons} WcjIS OTHER. Pca-mit 6CCarocs void tf tvtrrk dtxa aoi ~ w#thin a six month pet3od to yak is Suspcreded t-i ak~idpced fur six months. I hereby certify that I have seed this applioatioA and iaww the seine tcs fee tree amt correct. All pmvisialeS of tatVS gmd ol~6inanct5 gav`esaing this tvveic wilt ttt complied with whether sptxi5ed or mat. "i'he pcrxuit clues rtUE givti ~hurity Gt viotatG the ~pvisiatc3 of at~y atitt:P state os facet law regulamion taonstruction os the ~cw of cansttn~icm. Property fD~wners htame A-G R c C A-l t ~C,ac H, 1, L e. ____ Phr~ne Ntunber Mechanical Company SCC7TT ~R~ . ~ .~. 1~__N C~_ affiee Ph~o°ey~~'63yi r~ U~2r<,~~~,3 ~`~ CO. Ac1dTL'SS:~ ~ ~ S~Na E,cnt C'Ty2^^. I7R . Ci#~+ ~~CtL Sc~ Nyt wo: S ~` • Zip ~2 z. J 7 License K~tiCler (PriiRt)s ~C..r r~ .-l~~L177"~_..-~-_ state CetKificatitnfttegistratian # ~C- © ~~ Notarizeat 5i~ratrrrr of L~artse S~olt~x t S~rrorn and stt_Gs~bed before me this ~~~ day of 20 ~~ Signature of ~atary Public v~ivoitu t~:5ts FAX 804262$001 or~ouio 1s: oz PA= i04tQiioei ~~-5 ~~ ~ ~+te Ps+~ ~ agaMi~ na~r ~a~tha aeedidaa iad ~ orlAiz A~Ibr rid I-~t ~. ~dere Job /-ddrea: "U111~ ~~ ....~..., ._~ CL , ~ _,li f~ 02 O s! ~a "~l-Pe t~viir o~ v~w1M.e 11-a the +solSniped Ow~wwl Ga~emr.r) F.Isoaioiay mas~lrne.ne gasK sad !r w~oh u +~c~e~i~o~dw 8u~ i ~ l+ne w+"R ~ ~memtt'~on is eta aeey ~ ro~~ aagt 3, qr wie of 1'he NM a C•10 as of o ~~P'w~NIG~~ia a ..q~a.~e~~o~i~ °`":~ aioe aat sops 6~re: ~ ^^~~jj e .may ~~t~.:~i., s.,~,r~m,,i~„b-GO} ~. 7hd s1~- awupie~ed iMep zi sD be o~ea m m. Ayp~ by ~ ot.a or ~, ~. ~,ew sad A~wlr .riN svf M ~ ~ trs.r ~iie v:rMr tyq- w~s~ Ari •1Me M~ ~~c~~ eRnMrr~-,ras 7 - ` ~-la '~11,.Vi i~111MS ~~ C. ~ ~.K•• aae.rrw~~.~.~~.~s honso t9o~li7•i~6 roc pM1~ sas Lgp~!/wMnroosb,~ w~.a or ao o~ 07/06/10 15:56 FA% 9042628001 ~~' ~• ~~ • 3 Q fA Etectrit Co., tnc. 11630 COLUMBIA PARK DRIVE EAST JACKSONVILLE, FL 3225$ PHONE: 904=262'$005 FAX: 904*2fi2~B001 EMAIL: dlwelec bellsouth.net FACSIMILE TRANSMITTAL C~j O 1 ~ p~ )number of pages including cover sheet SENT TO: ]~ FAX # : ~~~C„ ,,,, ~ :~ SENT BY: ~~ MESSAGE: DA7 E: ~~ D. L. Williams Electric Company, lnc. 7i12iiG City of Atlantic Beach Building Department 8vu Seminole Road Atlantic Beach, FL. 32233 1\l'.. l3 LL11U1Ii L.', V~l,i I'll LG'tlGl To Whom It Mav Concern: T i'v iii iLi;n cff Eii:C:i:SS i7.nCi~iupiiai;d iirGuS ailwwr i6i;ii S%.i'iCC cir~aS 'rvliC7C ""'Y""""~ ""'""`b a ~. i v~~,u » u ul•, ~ .-n t ,__..,__ c.__...__,_ r___.,_ IIaJ ilut ~i7ccn Safely protec;Ced. twill liiaiIitalii i:aTly rclca~ca ul y~wcl ul :~ Sale u,ailiicr until certificate of occupancy is issued. Ali Construction outlets will be protected by a -round fault cireuit iiuerrupter iGi'~Ci). ~~~(~-~i~t /Ga1~r SignatureoFQualifying F,{ectrical Agent Printed 1Vame of (lualifying Electrical Agent ]1630 Cole.tmbia Fark Drive E., Jacksonville, FL 32258 Phone {904) 262-8005 EC-0000808 Fax (904) 262-8001 White, Debbie From: Ratliff, Bob [BRatliff@coj.net] Sent: Friday, July 16, 2010 11:03 AM To: White, Debbie; Griffin, Michael Cc: Escanio, Rey; Groff, James; Ayers, Dwayne Subject: FW: Walgreens Fire Main Inspection Request 2405 Mayport Road Debbie & Mike, Wanted to make you aware that the underground fire main for the Walgreen has not passed inspection at this time. I have not visited the job site so I don't know if this is in an area that is subject to being covered with rock and asphalt but it would be a good idea for the contractor to keep in mind that this needs to be passed prior to any cover up. Have a Great Weekend! `'`'~'~~ ~(~~C 5~'~xt~i~ CFPS Jacksonville Fire & Rescue Department Fire Prevention Division Office of Plans Review 214 N. Hogan Street Room 281 Jacksonville, FL 32202 (904) 255-8320 Office (904) 255-8559 Fax CONFIDENTIALITY NOTICE: Please note that under Florida's very broad public records law, a-mail conununications to and from city officials are subject to public disclosure. From: Escanio, Rey Sent: Friday, July 16, 2010 10:56 AM To: Ratliff, Bob Subject: FW: Walgreens Fire Main Inspection Request 2405 Mayport Road Bob, This is the inspection conducted at 2405 Mayport Rd.( Walgreens ). All work inspected looked to be per code except that the fittings were not coated.Debbie White of the City of Atlantic Beach was informed by Jim Groff. From: Groff, James Sent: Thursday, July 15, 2010 8:24 AM To: Escanio, Rey Subject: FW: Walgreens Fire Main Inspection Request 2405 Mayport Road L~.,AN18$ ~lrGF~ CFPS Fire Prevention Plans Review (904) 255-8560 Office `-(904) 255-8559 Fax (904) 718-7452 Cell From: Groff, James Sent: Friday, July 09, 2010 2:44 PM To: 'White, Debbie' Subject: RE: Walgreens Fire Main Inspection Request 2405 Mayport Road Debbie, Rey conducted the inspection but they did not pass. Let us know when there ready for a re inspection. Lt.~a~as ~jrvF~ cFPE Fire Prevention Plans Review (904) 255-8560 Office (904) 255-8559 Fax (904) 718-7452 Cell From: White, Debbie [mailto:dwhite@coab.us] Sent: Friday, July 09, 2010 1:15 PM To: Groff, James Subject: RE: Walgreens Fire Main Inspection Request 2405 Mayport Road Caller said he would be there all day.. Debbie White CITY OF ATLANTIC BEACH BUILDING DEPARTMENT (904) 247-5826 (904) 247-5845 FAX From: Groff, James [mailto:JGroff@coj.net] Sent: Friday, July 09, 2010 1:00 PM To: Ratliff, Bob; White, Debbie; Griffin, Michael Cc: Graham Shirley Subject: RE: Walgreens Fire Main Inspection Request 2405 Mayport Road Debbie, Do you have any contact info. We will try to do this today, just what to make sure someone's on site. Jim Fire Prevention Plans Review (904) 255-8560 Office (904) 255-8559 Fax 2 ' (904) 718-7452 Cell From: Ratliff, Bob Sent: Friday, July 09, 2010 11:42 AM To: 'White, Debbie'; Griffin, Michael Cc: Graham Shirley; Groff, James Subject: RE: Walgreens Fire Main Inspection Request 2405 Mayport Road Debbie, I am out of the office and will forward this to Jim Groff for his attention. We do require 24 hours notice on inspection request but will always try to work with the customer if we can. Jim, Can you handle this as you always do, I am sure you are busy for a Friday though. Thanks to All, ~> `~f2 ~Q.t~ J~ CFPS Jacksonville Fire 8 Rescue Department Fire prevention Division Office of Plans Review 214 N. Hogan Street Room 281 Jacksonville, FL 32202 (904) 255-8320 Office (904) 255-8559 Fax CONFIDENTIALITY NOTICE: Please note that under Florida's very broad public records law, a-mail communications to and from city officials are subject to public disclosure. From: White, Debbie [mailto:dwhite@coab.us] Sent: Friday, July 09, 2010 9:41 AM To: Ratliff, Bob; Griffin, Michael Cc: Graham Shirley Subject: Walgreens Fire Main Inspection Request 2405 Mayport Road Gentlemen: i have an inspection request for a cover up on the fire main at the new Walgreens. The contractor called today to request the inspection for today. I have is scheduled for Monday but you are welcome to look at it today if you choose it is ready, otherwise he knows he's on the schedule for Monday..... Thanks, Debbie Debbie White CITY OF ATLANTIC BEACH BUILDING DEPARTMENT (904) 247-5826 (904) 247-5845 FAX 3 ED UNIVERSAL Project No. 0910.1000087.0000 ENGINEERING SCIENCES Report No. 852830 Consultants in: Geotechnical Engineering / Environmental Engineering / Construction Material Testing Threshold Inspection / Private Provider Inspection 5561 Florida Mining Boulevard South ^ Jacksonville, FI 32257 A (904) 296-0757 ^ Fax (904) 296 -0748 Concrete Moisture Vapor Emission Log Sheet Project: Walgreens #13028 - Atlantic Beach Client: Agree Realty Location North portion of slab Test # Pounds pH Start Wt. Total Hrs 30.16 Time 11:00 AM Date August 6, 2010 Exposure per Results 1 Grams .. ... 6.37 1000 sq� I End Wt. 33.99 Time 10:30 AM Date August 9, 2010 71.50 Grams ft in 24 Location South portion of slab Test # Start Wt. Total Hrs Pounds PH Grams 30.09 Time 11:00 AM Date August 6, 2010 Exposure 5 80 per Results 2 End Wt. 1000 sqI 33.58 Time 10:30 AM Date August 9, 2010 71,50 Grams , . ft in 24 Location Test # Start Wt. Total Hrs Pounds PH Grams Time Date Exposure per Results End Wt. 72.00 1000 sq Grams Time Date ft in 24 Location Test # Start Wt. Total Hrs Pounds PH Grams Time Date Exposure per Results End Grams 72.00 1000 sq Grams Time Date ft in 24 Location Test # Start Wt. Total Hrs - Pounds PH Grams Time Date Exposure per Results End Wt. 72.00 1000 sq Grams Time Date ft in 24 1M Technician: R. Agee `,,.��ttt m t,,�� Comments: s " N 70962 p • / . Joel B. r3 �'J joIrti' !�•;�yC�,`` FL P. ,. I�eSr0`169 ALA;. *`• . liga . UNIVERSAL p�e�Nu0018.10�U�.U�U �� Report No. 85080u Consultants in: Geotechnical Engineering / Environmental Engineering / Construction Material Testing Threshold Inspection / Private Provider Inspection 5561 Florida Mining Boulevard South ^ Jacksonville, p|szzs7 ^ (90 296-0757 ^ Fax (90*) 296-0748 Concrete Moisture Vapor Emission Log Sheet Project: ‘ VVa|qroens#13O28- Atlantic Beach Client: , Agree Realty Loom/on Sales Floor - See attached drawing Test # . Total Hrs . Pounds pM StuhVVL 30.18 Time 1:00 PM Date AuQ»»t27.2OiO Ex•uauro 5G5 per Results Grams � 1000aq 1 End Wt. 33�00 Time 10:00 AM Date Auguo� 3O, 2O1U 7D.00 ft in 24 I 7.0 8 Grams . Location Sales Floor - See attached drawing Tmut# Tota\Hm Pounds WI Start VVt 30.27 Time 1:00 PM Date A«Q«s�27'201O Exposure 500 per Results 2 Grams ' 180Ooq End Wt. 3388 Time 10:00 Date AuQ«ot30. 201O �2�OO ft 24 U 7.0 8 Grams 33.66 ' , Location Sales Floor - See attached drawing Teot# To�m|Hro 'puundn pn Start Wt. 30.21 Time 1:00 PM Date �uAue�27'2U1D Exposure 4y per Results Grams � 3 '� 1OUOsq E»dVVt 33'22 Time 10:O0AK8 Date Auguot30.�01O 72.UO �in24 7.0 I • Grams , Location Sales Floor - See attached drawing Teot# Tota|Hm 'puunde PH Start Wt. 30.05 Time 1:00 PM Oo\e A«Qumt27.2O1O Exposure 812 per Results 4 Grams . 1O0Oaq End 33.79 Time 10:00 Date AuQua\30,20iO | 72�08 �i 24 7.0 8 Grams ' ' [ ~ n K U Sales Floor See 'a Toot# To1a|Hm Pounds pn Start Wt. 30.09 Time 1:00 PM Date Augu��27.281O Exposure 5O4 per Results 5 Grams � 1UO0uq End 33.14 Time 10:00 Date August 30, 72.00 �in24 7.0 Grams ' . . »no Technician: R. Agee Comments: * I �� ^ FLp.1.' ' illiumtoo- ` UNIVERSAL Project No. OS10,1O00O87.O0 ENGINEERING SCIENCES Roport No, 855824 CnnovUunts in: oomacxnica|Engnoohng/Envinmmenta|Enginoadng/ConntrucUon Material Testing Threshold mopwmmn/ Private pmvidar\nsvnchon o/^o sse/ p|vnu"mmmy000|cvom South ^Jucxaonvo|e' p/razs7^(pow)2no zno 'o,s, ^ Fax ' Concrete Moisture Vapor Em`ss'on � 9 c �h63et Proj ect: VVa|gnonne#13O28'AdanhnBeach Client: AgnanRoa|ty Sales Floor See _ Location _ _ Test# Total Hre p«u»du ph S��Wh' 3O17 Thno 1:00 PM Da� Auguu 27.2010 Exposure 4�4 per Results Grams ' 100Uoq ' o E»dVVt 33.1O Time 1010 AM Date August 30. 2010 72'00 U U �in 24 U 7l> 0 G,pmw . � So�u Floor Sem drawing Location _-�__ Tost # Pounds Pn Gbo�VVt' 30�24 Time 1:00 PM Date August 27.3O10 Exppnune 58O Por Roouuy mromo 10OO uq 7 EndVY� 3376 Time 10:00 AM Date Awgun%30. 2010 72'00 8 U �in 24 K 7.0 U Grams Location __ Sa|eoF�or'Saan8acheddnawing ` Tost# _ Tn�m\Hm Pounds Ph Start Wt. 3022 Time 1:00 PM Date August 27.2O1U Exposure 507 per Results 8 Gmrno � 1O00oq End VVt 33.29 Time 10:00 AM Date August 30. 2010 72.00 U U �in 24 U 7O U mmmo ' --- Sales Rnm' See attached drawing LocoUon Test # _ Total Pounds Pn 0od��' 30.15 Time 1� FM Date A�u��' 2010 Exposure 0� per Results Gnmmo � 10o nq 8 �ndVVL 33.82 Time 10:00 AM Date August 30.2U10 72.00 ��n24 70 wnamo _ Pad�dGeadngA�a Location Teat# — � To�o\Hru Pounds Ph 8ta�VVL 3O�23 Time 1:00 PM Date August 27.DO1O Exposure 5Q3 per Results 1O Grams 1O0O aq End Wt. 33�82 Time 10:00 AM Date A«Ouu\ 30 2010 72.00 �in 24 U 7.0 U Gramo ' xoom Technician: R. 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U N I\, RS t1ES Project No. Q91Q.1000Q87.OQQp Report No. 852831 ENGINEERING SCIENCES Date: 8t13t1a 193 Consultants I Inspection c ni ate Provider Ig • E n onn Geophysical tl Enineering , Construction Materials Testing Threshold p 5561 Florida Mining Boulevard South • Jacksonville, FL 32257 • (904) 296 -0757 • Fax (904) 298 -0748 Report Of 1N-PLACE DENSITY TEST Client: Agree Realty 31850 Northwestern Highway Farmington Hills, MI. 48334 Project: Waigreens #13028 — Atlantic Beach Area Tested: Curb Course: Fill Type of Test: Field: ASTM D — 2922 Date of Test: 7/27/10 Laboratory: ASTM D — 1557 Requirements: 98% compaction of maximum density Laboratory Testing Field Test Results *Reference 0 top of surade .._ _... ..__ __ � . 1 Resufts . % Test ��...- . , Maximum Optimum Field Dry Density pass of Depth of Density Dry Moisture i Moisture Density it y y Fail Location of Test Test Lbs /CuFt °A /p ,u a .__ 100 _ ..,.._.... n.-: 40. Rear curb east Pass 0 -12" 102 6 15 I 13 6 104 3 — ._� 41. Rear curb center 0 -12" 102.6 15.7 13.2 1 03.6 100+ Pass 42. Rear curb west 0 -12" 102.6 15.7 13.3 102.1 100 Pass i e >m_� . Technici J. Pauik j Remarks: 0 " g ee'WQ�r " 4 4. , )/,�yy , :« CEN ® .vet••rs I. No 70952 ...... i I. • TATE OF • tll. L /- ✓✓ x { O T om e z if B. Wood, J ., ".E. $ •C. 0 R 1....:6" .` s S o L. P.E. No. 7, e I ts S� , � � tti� UNIVERSAL ENGINEERING'1 i� iw�' G3 UNIVERSAL ENGINEERING SCIENCES Date: 8130110 Consultants In: Geotechnical Engineering • Environmental Engineering • Construction Materials Testing Threshold Inspection • Private Provider Inspection . Geophysical Studies UES Project No. 0910.1000087. Report No. 855799 5561 Florida Mining Boulevard South • Jacksonville, FL 32257 • (904) 296-0757 • Fax (904) 296-0749 Report Of IN-PLACE DENSITY TEST Client: Agree Realty 31850 Northwestern Highway Farmington Hills, MI, 48334 Project: Walgreens #13028 - Atlantic Beach Area Tested: Parking Lot Course: Limerock Type of Test: Field: ASTM 0 — 2922 Laboratory: ASTM D — 1557 Data of Test: 8/16/10 Requirements: 100% compaction of maximum density „, „......„, t A ft... t t 't, ”i177.t.' • ,.:. t .' 7. ' ""'t' V.t.t.t...tt ' Lt. ...... '6 "" .t. Laboratory Testing Field Test Results lieftreaceLl=iop of base course__ _ ,__. __ Results _ Maximum Optimurn Field Dry % Test Depth of i Density Dry Moisture Moisture Density Density Pass of Location of Test Test , Lbs/CuFt Fail ,--------------„ .• - ,- . — ... -- . ----- ,- -- „ - „„ - -- , „ , ,-- „,„ , .„..„... ... . —,— ---- ----- 43. Northeast parking area 0-6" 119.0 11.0 11.7 124.1 100+ Pass 44. Middle east parking area 0-6" 119.0 11,0 12.5 121.0 100+ Pass 45. Southeast parking area 0-6" 119.0 11.0 11.8 121.6 100+ Pass 46. Southwest parking area 0-6" 119.0 11.0 11.5 121.0 100+ Pass ....., . . , . 47. Northwest parking area 0-6" 119.0 11.0 11.6 121.7 100+ Pass Technician: J. lannarelli Remarks: to rtritiertit i . s ....... 4 ' .*** N 0 E ." 0 V ,,,■ $' .. •.? ..... .. : No 70952 % ...* st * ,, ; S. 1 t• : cc .7.. i . — • , A( ' .4( I. •• N-:**$1,77 .. - AA .. STATE OF i Z: f el B. Wood, Jrijr .E. L. RE. No. 70* 2 UNIVERSAL ENGINEERING SCIEiNUE6,1140`- UNIVERSAL ENGINEERING SCIENCES 8/5/2010 Date: EI3 Consultants In: Geo ch tenical Enginee Environmental Enoineering • Constrm 'M tkm uria' Testing * Threshold Inspection • Private Provider inspection Project No: 0910,1000087.00 Report Na: 854158 5561 Florida Mining Boulevard South A Jacksonville, Fl 32257 A (904) 296-0757 A Fax (904) 296-0748 REPORT OF MOISTURE - DENSITY RELATIONSHIP OF SOIL LBR Florida Method 5-515 CLIENT: Agree Realty 31850 Northwestern Highway Farmington Hills, MI. 48334 PROJECT: Walgreens # 13028 - Atlantic Beach SUMMARY OF TEST RESULTS SAMPLE LOCATION: North Parking Area SOIL DESCRIPTION: Brown sand with EZ base - trace of organics and rock COURSE: Stabilized Subgrade (MIN LBR REQUIRED 40) MAXIMUM DRY DENSITY: 104 105 i OPT. MOIST. CONTENT: 14% 1 LBR VALUE: 56 F 104 zei.............. cl, ' % RETAINED NO. 4 SIEVE: •-, 103 % PASSING NO. 4 SIEVE: ..c en Regorte• • A ■ TO T-180 test method section 102 14.1.2 The optimum moisture content, as a percentage, M ' to the nearest whole number 0 101 14.1.3 The maximum density in kilograms per cubic meter or the nearest 10 kg/m3 or in pounds per cubic foot 100 11.0 12.0 13.0 14.0 15.0 16.0 Moisture Content (%) 1000 0 .„0 to tX 0i c 1-: 0 t 100 ..% o ........„.....4,-----40.-------t• ,.. (1) E aostimmi,„ 10 UNIVERSAL ENGINEERFIVic1iEWM1 C 'ficate lir Author' % :: fortgli549 .• 11.0 12.0 13.0 14.0 15.0 16.0 1,* Z 4 . , * Moisture Content (%) it ' i E * i * ,,e1 B. Wood, " .E... • . .• • •• 1:13..• , : t.0 •Z, • TATE OF FL4 *IDA • v VANE OF i LIJ:: ... • ,... - Professional Engineer OF "" j 70 • No 952 S Signature Date: , 6) i ... . :".9.!,1 '''''''''''''''''' e 1 4,, /ON Ikk-i - 1, , miso0 EI3 UNIVERSAL Project No: 0910.1000087.0 Report No: 855795 ENGINEERING SCIENCES Date: 8/16/2010 Consultants in: Geotechnical Engineering • Environmental Engineering • Construction Material 'resting . Threshoid inspection • Private Provider Inspection 5561 Florida Mining Boulevard South A Jacksonville, Fl 32257 A (904) 296-0757 A Fax (904) 296-0740, REPORT OF MOISTURE - DENSITY RELATIONSHIP OF SOIL LBR Florida Method 5-515 CLIENT: Agree Realty 31850 Northwestern Highway Farmington Hills, MI. 48334 PROJECT: Walgreens # 13028-Atlantic Beach SUMMARY OF TEST RESULTS SAMPLE LOCATION: North East Parking Area SOIL DESCRIPTION: Limerock COURSE: Base (MIN LBR REQUIRED 100) MAXIMUM DRY DENSITY: 119 120 OPT. MOIST. CONTENT: 11% CS 119 LBR VALUE: 185 % RETAINED NO. 4 SIEVE: 26.4% IA , , % PASSING NO. 4 SIEVE: 73.6% co 118 ea 117 4,0/1°./.."*-°-'4"-.....\\ Reported or AASHT.O T-180 test method section , 14.1.2 The optimum moisture content, as a percentage, M to the nearest whole number 0 116 14.1.3 The maximum density in kilograms per cubic meter or the nearest 10 kg/m3 or in pounds per cubic foot 115 8.0 9.0 10.0 11.0 12.0 13.0 Moisture Content ( 1000 . 0 to' Cd ito c 46. 1.. et ---....,........* 4) 100 CO .54 8 ,,,., 0 :71 w _tossiitisti,._ t e e . ()Zoo 10 - , UNIVERSAL ENGINEEllir Ce t icate .f Author' - t - 0! 5 4" •op 8.0 9.0 10.0 11.0 12.0 13.0 i N o 70952 1, S Moisture Content ( % ) 1 0 . . * It r * : / B. , ood, Jr. TATE OF FLO* •A ". STATE OF Professional Engineer rw-Aoc,§a, „,.. " i Signature Date: —,0, 1 4s, , ....... .„, 4 1 N AL %0 -hisilitio- UNIVERSAL Project No. 0910.1000087.0000 m ENGINEERING SCIENCES Report No. 831669 Consultants In: Geotechnical Engineering • Environmental Engineering • Date: 4 /08/10 Construction Materials Testing • Threshold inspection • Private Provider Inspection 5561 Florida Mining Boulevard South • Jacksonville, FL 32257 • (904) 296 -0757 • Fax (904) 296 -0748 Report Of IN -PLACE DENSITY TEST Client: Agree Realty 31850 Northwestern Highway Farmington Hills, MI. 48334 Project: Walgreens #13028 — Atlantic Beach Area Tested: Building Pad Course: Native Type of Test: Field: ASTM D — 2922 Laboratory: ASTM D — 1557 Date of Test: 3/22/10 Requirements: 98% compaction of maximum density Laboratory Testing Field Test Results "Reference: 0= top of native Results Maximum Optimum Field Dry % Test Depth of Density Dry Moisture Moisture Density Density Pass of Location of Test Test Lbs /CuFt % % % Fall 1. Southwest corner of building pad 0 -12" 102.6 15.7 14.3 101.2 _ — 99 Pass 2. Northeast corner of building pad 0 -12" 102.6 15.7 13.3 102.4 100 Pass Technician: S. Torres Remarks: 0#0 ,1) , ,, , ,, s 4 0, 38705 ' ' l . I * 0 Rick G. Kushner, - _ ,c � Q Rto v., ; . ,� 4, `� • UNIVERSAL ENGINEE $ FL. P.E. No. 38705 X' +� � R i et El3 N I V E R S A UES Project No. 0910.1000087.0000 ENGINEERING SCIENCES Report No. 831674 Consultants In: Geotechnical Engineering • Environmental Engineering • Date: 4/08/10 Construction Materials Testing •Threshold Inspection • Private Provider lnspection 5561 Florida Mining Boulevard South • Jacksonville, FL 32257 • (904) 296 -0757 • Fax (904) 296 -0748 Report Of IN -PLACE DENSITY TEST Client: Agree Realty 31850 Northwestern Highway Farmington Hills, MI. 48334 Project: Walgreens #13028 — Atlantic Beach Area Tested: Footings Course: Fill Type of Test: Field: ASTM D — 2922 Laboratory: ASTM D — 1557 Date of Test: 3/24/10 Requirements: 95% compaction of maximum density Laboratory Testing Field Test Results _.._ _.....__ ._. _ Results 'Reference 0= bottom of footin. Maximum Optimum Field Dry % Test Depth of Density Dry Moisture Moisture Density Density Pass of Location of Test Test Lbs!CuFt % 14 % Fail 3. North footings 0 -12" 102.6 15.7 13.3 100.6 98 Pass 4. East footings 0 -12" 102.6 15.7 12.7 98.8 96 Pass 5. South footings 0 -12" 102.6 15.7 14.0 100.7 98 Pass 6. West footings 0 -12" 102.6 15.7 13.5 101.4 99 Pass Technician: C. Miller Remarks: f f 0 d Ol,csi;r , ,0 G. Kj �=--� ...... �G.N..' y` � ` ,s3\ No 3$705 / j/�'/ -a STATF OF 4 Rick G. Kushner, P.E. o .fit 0Rvip,.,: �t,."' N'` FL. P.E. No. 38705 °— c'��+ c s ,is UNIVE ENGINEER114 S EW Os r ' ''':'ver /,,/,,00 -'j UNIIVERSAL UES Project Na. 0910.1000087.0000 EGI ENGINEERING SCIENCES Report No. 83167$ Date: 4 /08/10 Consultants In: Geotechnical Engineering • Environmental Engineering Construction Materials Testing • Threshold Inspection • Private Provider inspection 5561 Florida Mining Boulevard South • Jacksonville, FL 32257 • (904) 296 - 0757 • Fax (904) 296 - 0748 Report Of IN -PLACE DENSITY TEST Client: Agree Realty 31850 Northwestern Highway Farmington Hills, MI. 48334 Project: Watgreens #13028 - Atlantic Beach Area Tested: Footings Course: Fill Type of Test: Field: ASTM D - 2922 Laboratory: ASTM D -1557 Date of Test: 3/25/10 Requirements: 95% compaction of maximum density Laboratory Testing Field Test Results `Reference: 0= bottom of foot Results Maximum Optimum Field Dry % Test Depth of Density Dry Moisture Moisture Density Density pass of Location of Test Test Lbs!CuFt % % % Fail 7. East footing north end 0 -12" 102.6 15.7 _ 13,6 98.4______. 96 Pass 8. East footing south end 0 -12" 102.6 15.7 10.3 99.8 97 Pass 9. North footing east end 0 -12" _. 102.6 _ 15.7 14.1 _ -_... 101.3 99 Pass 10. North footing west end 0 -12" 102.6 15.7 11.5 102.7 100 Pass 11. West footing north end 0 - 12" 102.6 15,7 12.7 100.8 98 Pass 12. West footing south end 0 -12" 102.6 15.7 13.5 99.7 97 Pass 13. South footing east end 0 -12" 102.6 15.7 13.6 100.5 98 Pass 14. South footing west end 0 -12" 102.6 15.7 13.1 99.3 97 Pass Technician: S. Torres Remarks: o� ••.yam ......pi , / 14f N9.38705 ./ 9 * * ' "` - ---- STATE OF s& %$ Rick G. Kushner, P.E. ' i. ��.'••:ZOR O '.-.** %'- FL. P.E. No. 38705 ~ `s S •,..... -. .' UNIVERSAL ENGINEERINS ` G eii . EEI UNIVERSAL U��Pro�st No. U$10j8O0087�0O0 Consultants In: Geotechnical Engineering • Environmental Engineering • Construction Materials Testing ' Threshold Inspection • Private Provider ENGINEERING SCIENCES Report No. 831679 Date: 4/08110 5561 Florida Mining Boulevard South ~Jacksonville, FL 32257 • (904) 296 Fax (904) 296 Report Of IN-PLACE DENSITY TEST Client: Agree Realty 31850 Northwestern Highway Farmington Hilis, ML 48334 Project: VVmgramnm#13028- Atlantic Beach Area Tested: Footings Course: FN Type of Test: Field: ASTM D - 2922 Laboratory: ASTyWD-1557 Date of Test: 8/2G/1O Requirements: 9596compaction of maximum density ___„ Testing Re>d Test Reeubm *Reference: 0= bottom Results _� ,.-4., '� ~-^-. �-----'-- ------� ._ �� %, Test maximum Optimum Field Dry Depth of Density Dry Moisture Moisture Density Density Pass of L.ocatlon of Test Test Lhs/CvFt % % 0 /0 Fail - - 1S. Column pad line 8~ 0-12" 102.6 15.7 7.0 101.3 98 Pass _ . 10. Column pad line C-2 0-12" 102.0 15.7 _ 8.2 ___1O4.1 100+ Pass '--- ------�� 012" 1026 15.7 77 994 87 Pass 17.�cdumnpmdUnm[�3 , � �____ �� 18. Column pad line B-3 0-12^ 102.6 15.7 10.3 105.6 100+ Pass iG. Column pad line O- 0'12" 1O2.8__ 15.7 __ 8.4 _ 100.7 98 Pass ------ � -- 0-12" 1026 i57 8� 101.6 90 Pass 20.�cdumoped||nm��8 __� __ . _ . �_______ --_ ---'--�� 0-12" 102.6 157 117 993 97 Pass �1.��/umnpudA-2 . . . ___ . ------- - ' 0-12" 102.6 15.7 14.1 1007 98 Pass D2�oumnpmdA'� � ___��_____ ��______ _____ __- 0-12" 102.6 15.7 1�G �8 2�.�o|umn�adE-3 . . . 98.5 90 Pass 24. Column pad E-2 0-12" 102.8 15.7 13.8 ___ 102.4 100 Pass _____ _____ 25. Column pad line Ebetween 0_12^ 102.8 15.7 13.4 1016 88. peu» pri 2M..Cmumnpmd C-1 O-12^ 102.8 157 1*3 104.8 , ��`-' °or� Technician: ~� � ~-�-' ------------- ._ -'------- - - ----'- Remarks: A 4/: * i * ,•1 ' vA 1 No. 38705 t . UNIVERSAL ENGINEERINO*1#0.411 IJN I V E R Si UES Project Na. 0910.1000087.0000 Ell ENGINEERING SCIENCES Report No. 831685 Consultants In: Geotechnicai Engineering • Environmental Engineering • Date: 4/08/10 Construction Materials Testing • Threshold inspection • Private Provider Inspection 5561 Florida Mining Boulevard South • Jacksonville, FL 32257 • (904) 296-0757 • Fax (904) 298.0748 Report of IN -PLACE DENSITY TEST Client: Agree Realty 31850 Northwestern Highway Farmington Hills, MI. 48334 Project: Waigreens #13028 - Atlantic Beach Area Tested: Footings Course: Fill Type of Test: Field: ASTM D - 2922 Laboratory: ASTM D - 1557 Date of Test: 3/25/10 Requirements: 95% compaction of maximum density Laboratory Testing Field Test Results *Reference: 0= bottom of footin Results Maximum Optimum Field Dry % Test Depth of Density Dry Moisture Moisture Density Density Pass of Location of Test Test Lbs /CuFt % % %• Fail 27. Column pad line 1 between C & B 0 -12" 102,6 15.7 1 ymm^ 11.2 101.4 99 Pass 28. Column pad line 1 between C & D 0 -12" 102.6 15.7 11.7 100.7 98 Pass 29. Column pad line 0-1 0 -12 " 102.6 15.7 11.2 99.3 97 Pass 30. Column pad line 1 between 0 & E 0 -12" 102.6 15,7 14,6 103.8 100+ Pass east 31. Column pad line 1 between D & E 0 -12" 102.6 15.7 14.1 102.2 100 Pass west 32. Column pad line E between 1 & 2 0 -12" 102.6 15.7 13.8 99.1 97 Pass north side 33. Column pad line E between 1 & 2 0 -12" 102.6 15.7 14.0 100.5 98 Pass south side ._... -..m - Technician: S. Torres Remarks: 1 . 1 0,,asis rs „,,,. A ci .. ...-.,,,,. \ c,ENs k .....-,p / A No. 38705 Rick G. Kushner, P.E. '.1313.\ STATE Of r r s FL. P.E. No. 38705 = ar+'• F O Ri'� C -40*,, UNIVERSAL ENGIN EER - It�1(' - sg �V f Sr�C� r r i EE3 U N I V E R S A UES Project No. 0910.1000087.0000 ENGINEERING SCIENCES Report No. 831688 Consultants In: Geotechnical Engineering • Environmental Engineering • Date: 4/08/10 Construction Materials Testing • Threshold Inspection • Private Provider Inspection 5561 Florida Mining Boulevard South • Jacksonville, FL 32257 • (904) 296-0757 • Fax (904) 296.0748 Report Of IN -PLACE DENSITY TEST Client: Agree Realty 31850 Northwestern Highway Farmington Hills, MI. 48334 Project: Walgreens #13028 - Atlantic Beach Area Tested: Building Pad Course: Fill Type of Test: Field: ASTM D - 2922 Laboratory: ASTM D -1557 Date of Test: 3/29/10 Requirements: 95% compaction of maximum density Laboratory Testing Field Test Results *Reference: 0= t of fill Results Maximum Optimum Field Dry "/. Test Depth of , Density Dry Moisture Moisture Density Density Pass of Location of Test Test LbslCuFt % % % Fail 34. Southwest corner of building pad 0 -12" 105.0 13.0 11.2 100.7 96 Pass 35. Southeast corner of building pad 0 -12" 105.0 13.0 14.3 104.5 100 Pass 36. East side 0 -12" 105.0 13.0 11.5 101.4 97 Pass 37. Northeast side 0 -12" 105.0 13.0 12.7 106.8 100+ Pass 38. Northwest side 0 -12" 105.0 13.0 14.6 100.3 96 Pass 39. West side 0 -12" 105.0 13.0 12.8 101.8 97 Pass Technician: S. Torres Remarks: i ; j % 3 N 0.3870 5 Rick G. Kushner, --- �. , .._ z rr FL. P.E. No. 38705""i, -o - STAGE OF .. ` UNIVERSAL ENGIN'E'"X"C S,..7. '� r!` :.,, „sS/ONA� 'ctsi +' °� rr '� --,rlsiN //// U N IV E RSAL Project No: 0910.1000087.0000 • Report No: 830097 ENGINEERING SCIENCES Date: 3/18/2010 Consultants in: Geotechnical Engineering • Environmental Engineering • Construction Material Testing • Throshokt Inspection • Private Provider inspection 5561 Florida Mining Boulevard South • Jacksonville, Fl 32257 • (904) 296 -0757 • Fax (904) 296 -0748 REPORT OF MOISTURE - DENSITY RELATIONSHIP OF SOIL CLIENT: Agree Realty 31850 Northwestern Highway Farmington Hills, MI 48334 PROJECT: Wolgreens #13028 - Atlantic Beach SAMPLE LOCATION: Stockpile COURSE: FiII SUMMARY OF TEST RESULTS SOIL DESCRIPTION: Grayish brown fine sand with trace silt and rocks TEST METHOD: AASHTO T -180 Modified Proctor MAX. DRY DENSITY: 102.6 OPT. MOIST. CONTENT: 15.7% 103 is\ t 102 o ! 101 0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0 Moisture Content ( %) UNIVERSAL ENGINEERING SCIENCES, INC. Certificate of Authpiie`oii'pri` ?549 b t' '• / t 7/C*Pct>:*.* _ Rick G. KtishnOr, Fes. 38705 STATE af i.QRIDA * • * Professional,jigine :605 // Signature �� *• ' CTAE 4 on Reported per AASHTO T -180 test method section: 'MS t�` �rrr 14.1.2 The optimum moisture content, as a percentage, to the nearest whole number ,, ��>>rrrr 14.1.3 The maximum density in kilograms per cubic meter or the nearest 10 kg /m3 or in pounds p€'E (Mic foot UNIVERSAL Set No.: 1 Lab No.: 352 ENGINEERING SCIENCES Report No.: 831650 Consultants In: Geotechnical Engineering • Environmental Sciences • Project No.: 0910.1000087.0000 Construction Materials Testing • Threshold Inspections • Private Provider Inspection 5561 Florida Mining Boulevard South • Jacksonville • Florida • 32257 • P: (904) 296.0757 • F: (904) 296-0748 TEST REPORT OF COMPRESSIVE STRENGTH OF 4" x 8" CONCRETE TEST SPECIMENS Client: Agree Realty 31850 Northwestern Highway Farmington Hills, MI. 48334 Project: Walgreens #13028- Atlantic Beach DESIGN DATA Specified Strength: 3,000 psi at 28 days FIELD & LAB DATA Date Sampled: 3/26/2010 Time Sampled (As-rM c172): 10:14 AM Sampled by: C. Shaw Slump (ASTM c143) (inches): 4 3/4 Truck Number: 521 Air Content (.,ASTM c11a ilASTM c231): - Ticket Number: 183467 Concrete Temperature (ASTM C1064) (°F): 70 Time Batched: 9:11 AM No. of Cylinders Cast: 4 Quantity of Load (yd 10.5 of Ambient Temperature ( °F): 68 Water Added at Site: 0 gallons Weather Conditions: Partly Cloudy Contractor: - Mix Design: 8GSX0B Supplier: Tarmac W/C Ratio: - Location of Placement: Perimeter continuous footing southeast corner RESULTS OF TESTING Date Age Type of Diameter of Test Specimen Cross Maximum Test Average Tested (Days) Fracture Specimen Sectional Area Compressive Compressive (psi) (in) (In Load Strength d1 d2 (Ibs) (psi) 4/5/2010 10 5 4.04 4.03 12.79 38,000 2,970 4/23/2010 28 4/23/2010 28 4/23/2010 H 'Posults conform to AsrM C 39.0 1231, 0 617. This report shall not he reproduced, except in hal, without the written approval of (hawk sal Engineering Sciences, Inc. of Jacksonville, Ftoridra, tt t ,�p /11/hrp, � Remarks: 1 11' a G. KU S,i UNIVERSAL EN . 01 , kINC. Certifi to # Aut r\, .5 GgE f .�... Na 38705 From Figure 2 E ® p Type Rick Ci. Kushner , 1/4 of Type Q: ASTM C 39 -04a "" STATE OF FLORID,'., SCR a Q , •; r ` i' ; P r ofessional En ►taee�'' b. .3' §0.•' ' \ 9 ‘ .,NS) • Type 4 Types Type 6 Signature Date: A �•• ,% <ttsl,t ° ."'windl/llr it , - Ell UNIVERSAL SetNo.: 2 Lab No.: 321 ENGINEERING SCIENCES Report No.: 831666 Consultants In: Geotechnical Engineering • Environmental Sciences • Project No.: 0910.1000087.0000 Construction Materials Testing • Threshold Inspections • Private Provider Inspection 5551 Florida Mining Boulevard South • Jacksonville • Florida • 32257 • P: (904) 296 -0757 • F: (904) 296.0740 TEST REPORT OF COMPRESSIVE STRENGTH OF 4" x 8" CONCRETE TEST SPECIMENS Client: Agree Realty 31850 Northwestern Highway Farmington Hills, MI. 48334 Project: Walgreens #13028- Atlantic Beach DESIGN DATA Specified Strength: 3,000 psi at 28 days FIELD & LAB DATA Date Sampled: 3/27/2010 Time Sampled (ASTM c172): 12:45 PM Sampled by: S. Nettles Slump (ASTM c143) (inches): 5 Truck Number: 476 Air Content (,,ASTM C173 i ASTM C231): - Ticket Number: 183482 Concrete Temperature (ASTM c1064) ( °F): 72 Time Batched: 11:40 AM No. of Cylinders Cast: 4 Quantity of Load (yd 7.0 of Ambient Temperature ( °F): 75 Water Added at Site: 0 gallons Weather Conditions: Sunny Warm Contractor: RD & Fleet Mix Design: 3000 w /ash #67 Supplier: Tarmac W/C Ratio: - Location of Placement: All interior column pads RESULTS OF TESTING Date Age Type of Diameter of Test Specimen Cross Maximum Test Average Tested (Days) Fracture Specimen Sectional Area Compressive Compressive (psi) (in) (in2) Load Strength di d2 (lbs) (psi) 4/3/2010 10 3 4.05 4.05 12.88 33,170 2,580 4/24/2010 28 4/24/2010 28 4/24/2010 H ' mesults conform to ASTM C 39, C 1231. C 617. This report shall not he reproduced, except in hull without the written approval of Universal Engineering Sciences, Inc. of Jacksonville, FIOfkI°. Remarks: ,,,,,,,,,,,,,,, �,,,,,,,,,,,, Certif a of utho ' ta3c,:' C. ®® of ®� b No. 38705 � ; AVM Type 1 Type 2 Type From Figure 2 T 3 Rick G. Kushner, • P. AM C 39.04a �' — STATE OF FLOII * f ' ® Professional Engkae A r -, ' ' , t, tti�� __4, -, 4, Q ` QCs \° Type 4 Type 5 Type 6 Signature Date: _ • L , e v© ,. ° ti S I QNAL ti ....,, 09° ' //Nt't. , . 13 UNIVERSAL Set No.: 3 Lab No.: 353 11 ENGINEERING SCIENCES Report No.: 831668 Consultants In: Geotechnical Engineering • Environmental Sciences • Project No.: 0910.1000087.0000 Construction Materials Testing • Threshold Inspections • Private Provider Inspection 5561 Florida Mining Boulevard South • Jacksonville • Florida • 32257 • P: (904)296-0757 • r (904) 296.0748 TEST REPORT OF COMPRESSIVE STRENGTH OF 4" x 8" CONCRETE TEST SPECIMENS Client: Agree Realty 31850 Northwestern Highway Farmington Hills, MI. 48334 Project: Walgreens #13028-Atlantic Beach DESIGN DATA Specified Strength: 3,000 psi at 28 days FIELD & LAB DATA Date Sampled: 3/31/2010 Time Sampled (ASTM C172): 11:58 AM Sampled by: J. Iannarelli Slump (Am C143) (inches): 9 Truck Number: 588 Air Content (f ASTM C173 ilASTM C231): - Ticket Number: 272535 Concrete Temperature (ASTM c1o64) (°F): 71 Time Batched: 11:02 AM No. of Cylinders Cast: 4 Quantity of Load (yd 9.0 of Ambient Temperature (°F): 65 Water Added at Site: 0 gallons Weather Conditions: Clear Contractor: Drawdy Brothers Mix Design: 8GCX0E Supplier: Tarmac W/C Ratio: - Location of Placement: East wall RESULTS OF TESTING Date Age Type of Diameter of Test Specimen Cross Maximum Test Average Tested (Days) Fracture Specimen Sectional Area Compressive Compressive (psi) (in) (in Load Strength dl d2 (lbs) (psi) 4/8/2010 8 3 3.31 3.43 11.35 18,210 1600* 4/28/2010 28 4/28/2010 28 4/28/2010 H 'Nosnlis conform to ASTM C 39, 0 1731, C 617 Ms report shoe not be reproduced, except in 44 without the written approval of Universal Engineering Sciences, Inc, of Jacksonville, Florida Remarks: *7 day break is less than 70% of design strength i finviv i UNIVERSAL ENGINEERING to Certifi te f Authorizaticik • ..... From Figure 2 El {1 ES 11 , ..,_, .<‹, ....1).:. . : of Type 1 Type 2 Type 3 Rick G. Kushner, R.:h * i No. 38705 ASTM C 39-043 7 -- 77 „.. STATE OF FLORIDA . * Professional Engin ..- r!' • 3. ', • i * 9E OF : ■ Type 4 Type 5 Type 6 Signature Date: le,e,•:" : ct" —... . ... i ' --... vo c \-..- + El UNIVERSAL ENGINEERING SCIENCES Report No.: 835353 Project No.: 0910.1000087.0000 Consultants In: Geotechnical Engineering • Environmental Sciences • Construction Materials Testing • Threshold Inspections • Private Provider Inspection Set No.: 4 Lab No.: 492 5561 Florida Mining Boulevard South • Jacksonville • Florida .32257 • P: (904) 296.0757 • F: (904) 296.0748 TEST REPORT OF COMPRESSIVE STRENGTH OF 4" x 8" CONCRETE TEST SPECIMENS Client: Agree Realty 31850 Northwestern Highway Farmington Hills, MI. 48334 Project: Walgreens #13028-Atlantic Beach DESIGN DATA Specified Strength: 3,500 psi at 28 days FIELD & LAB DATA Date Sampled: 4/22/2010 Time Sampled (ASTM C172): 4:01 AM Sampled by: S. Torres Slump (ASTM C143) (inches): 5 1/2 Truck Number: 552 Air Content (ASTM C173 oASTM C231): - Ticket Number: 272894 Concrete Temperature (ASTM C1064) (° F): 76 Time Batched: 3:15 AM No. of Cylinders Cast: 4 Quantity of Load (yd 10.5 10.5 of 210 Ambient Temperature (°F): 60 Water Added at Site: 0 gallons Weather Conditions: Clear Contractor: Drawdy Brothers Mix Design: 8HSO0B Supplier: Tarmac WIC Ratio: - Location of Placement: Southeast corner of pad (set 1) RESULTS OF TESTING Date Ago Type of Diameter of Test Specimen Cross Maximum Test Average Tested (Days) Fracture Specimen Sectional Area Compressive Compressive (psi) (in) (in Load Strength di d2 (lbs) (psi) 4/29/2010 7 6 4.03 4.03 12.76 33,790 2,650 5/20/2010 28 . 5/20/2010 28 5/20/2010 H . Nesults conform 0 ASTM C 39, C 1231, C 617. This roan shall not be. reproduced, except in MI. without the written approval of Universal Engineering Sciences, Inc. of ,lacksonvitlo, Parka Remarks: .... so,,,t'oAD G. Kti AL ENGINEERING SCIENCES, INC. / OF FLORIDA ... C 4 .....\,), ENS ********** `'64rtifi eof Authorization No. 549 From Figure 2 / i N 0 . 38705 Rd G. EN EE im of Type 1 Type 2 Type 3 I; * i * r. Kushner, P.E. ST ASTM C 39-04a 7* El] — 77 •‘. . ''t Aft •;,:,: *". STATE OF Prbfitssibnal Engineer 3 05 Type 4 Type 5 Type 6 A Z /.. .. ()Mr ..*tUre Date: -.........c.-.0 "•• .......... •*,\ , ' ''tee.fovill/011° EEI UNIVERSAL Set No.: 5 Lab No.: 493 ENGINEERING SCIENCES Report No.: 836355 Consultants In: Geotechnical Engineering • Environmental Sciences' Project No.: 0910,1000087.0000 Construction Materials Testing • Threshold Inspections • Private Provider Inspection 5561 Florida Mining Boulevard South • Jacksonville • Florida • 32257 • P: (904) 296-0757 • F: (904) 296-0749 TEST REPORT OF COMPRESSIVE STRENGTH OF 4" x 8" CONCRETE TEST SPECIMENS Client: Agree Realty 31850 Northwestern Highway Farmington Hills, MI. 48334 Project: Walgreens #13028-Atlantic Beach DESIGN DATA Specified Strength: 3,500 psi at 28 days FIELD & LAB DATA Date Sampled: 4/22/2010 Time Sampled (ASTM C172): 5:55 AM Sampled by: S. Torres Slump (ASTM C143) (inches): 5 1/4 Truck Number: 441 Air Content (,,AsTm C173 i +ASTM C231): - Ticket Number: 183948 Concrete Temperature (ASTM cio64)(*F): 71 Time Batched: 5:08 AM No, of Cylinders Cast: 4 Quantity of Load (yd 10.5 73.5 of 210 Ambient Temperature (°F): 64 Water Added at Site: 0 gallons Weather Conditions: Clear Contractor: Drawdy Brothers Mix Design: 8HSO0B Supplier: Tarmac W/C Ratio: - Location of Placement: West center of slab (set 2) RESULTS OF TESTING Date Age Type of Diameter of Test Specimen Cross Maximum Test Average Tested (Days) Fracture Specimen Sectional Area Compressive Compressive (psi) (in) (in2) Load Strength di d2 (lbs) (psi) 4/29/2010 7 6 4.04 4.03 12.82 30,610 2390* 5/20/2010 28 , 5/20/2010 28 5/20/2010 H ' Rosuits contain) to ASTM C 39, C 1231, C 617 71118 report ANN not be reproduced, except In full, without the %widen approval of Universal Engineering Sciences, inc of Jacksetwttle, Florida, Remarks: *7 day break is less than 70% of design strength G. 16 UNIVERSAL ENGINEERING SCIENCES, INC. ,io'cyskr .... ....... . of Authorization No. 549 From Figure 2 E Fq E El 11 ‘ ,.., ... r• .. . , ( t' . ..•• \.,,,\ t N Se ...:<, , Z4 • N S O. TA:E. 0 1 87 F 05 Rick G.4<ushner, P.E. of Type 1 Type 2 Type 3 `1 * i ASTM C 39-040 ---- -- * '7 ST:AIE OF FLORIDA \ 1 Picktssional Enginee016. 3�'05 Type 4 Type 5 Type 6 ':.•-• C;)(‘%1('40R10" S ..6itrati're Date: :. f d -%:,- / ON AL ' .. k \t"f UNIVERSAL Set No.: 6 Lab No.: 494 la] ENGINEERING SCIENCES Report No.: 835358 Consultants In: Geotechnical Engineering •Environmental Sciences • Project No.: 0910.1000087.0000 Construction Materials Testing • Threshold inspections • Private Provider inspection 5561 Florida Mining Boulevard South • Jacksonville • Florida • 32257 • P: (904) 296.0757 • F: (904) 296 -0748 TEST REPORT OF COMPRESSIVE STRENGTH OF 4" x 8" CONCRETE TEST SPECIMENS Client: Agree Realty 31850 Northwestern Highway Farmington Hills, MI. 48334 Project: Walgreens #13028 - Atlantic Beach DESIGN DATA Specified Strength: 3,500 psi at 28 days FIELD & LAB DATA Date Sampled: 4/22/2010 Time Sampled (ASTM C172): 7:00 AM Sampled by: S. Torres Slump (ASTM 0143) (inches): 5 Truck Number: 550 Air Content (r,ASTM C173 nASTM C231): - Ticket Number: 272903 Concrete Temperature (ASTM cio64)( ° F): 78 Time Batched: 6:07 AM No. of Cylinders Cast: 4 Quantity of Load (yd 10.5 126 of 210 Ambient Temperature ( °F): 63 Water Added at Site: 0 gallons Weather Conditions: Clear Contractor: Drawdy Brothers Mix Design: 8HSO0B Supplier: Tarmac W/C Ratio: - Location of Placement: 30 ft. southwest of northeast corner (set 3) RESULTS OF TESTING Date Age Type of Diameter of Test Specimen Cross Maximum Test Average Tested (Days) Fracture Specimen Sectional Area Compressive Compressive (psi) (in) (in Load Strength di d2 Sibs) (psi) 4/29/2010 7 6 4.06 4.04 12.88 32,230 2,500 5/20/2010 28 5/20/2010 28 5/20/2010 H Results conform lo ASTA4 C 39, C1231, C 617. This report shall not ho reproduced, except in full, without dro written approval of Universal Engineering Sciences, Inc. of Jacksonville, Florida, a d F7 P$ d OF,e�, „ .„ n Remarks: 11` ;° \ �O i s l� *. UNIVERSAL ENGINEERING SCIENCES, INC. ,, (.,,\. ' ' C);N � r , •• .... / 4ertiflc to of Authorization 549 No. ®N Eigi N0.3 704 From Figure 2 of Type 1 Type 2 Type 3 * R6ci9p.` Kushner, P. . STATE OF FLORIDA ASTM 0 39-04a l ^ 9J STAT O c \ P�° s . - onal Engineer o. 38 05 Type 4 type 5 Type 6 " ". - 4 0 R 1 p: • C i19 nt ture Date: ✓� k a r '�' ✓ A'.se / 4.1.18 UNIVERSAL ENGINEERING SCIENCES Report No.: 835360 Consultants In: Geotechnical Engineering • Environmental Scien Project No.: 0910.1000087.0000 ces • Construction Materials Testing • Threshold Inspections • Private Provider Inspection Set Lab No.: 495 5561 Florida Mining Boulevard South • Jacksonville • Florida • 32257 • P: (904) 296-0757 • F: (904) 2964746 TEST REPORT OF COMPRESSIVE STRENGTH OF 4" x 8" CONCRETE TEST SPECIMENS Client: Agree Realty 31850 Northwestern Highway Farmington Hills, MI. 48334 Project: Walgreens #13028-Atlantic Beach DESIGN DATA Specified Strength: 3,500 psi at 28 days FIELD & LAB DATA Date Sampled: 4/22/2010 Time Sampled (ASTM C172): 7:00 AM Sampled by: S. Torres Slump (ASTM C143) (inches): 5 Truck Number: 552 Air Content (uASTM C173 tIASTM C231): - Ticket Number: 272906 Concrete Temperature (ASTM c1064) ( 78 Time Batched: 7:20 AM No. of Cylinders Cast: 4 Quantity of Load (yd): 10.5 157.5 of 210 Ambient Temperature (°F): 63 Water Added at Site: 0 gallons Weather Conditions: Clear Contractor: Drawdy Brothers Mix Design: 8HSO0B Supplier: Tarmac WIC Ratio: - Location of Placement: 30 ft. south of northwest corner (set 4) RESULTS OF TESTING Date Age Type of Diameter of Test Specimen Cross Maximum Test Average Tested (Days) Fracture Specimen Sectional Area Compressive Compressive (psi) (in) (1n2) Load Strength di d2 (lbs) (psi) 4/29/2010 7 6 4.03 4,05 12.82 34,390 2,680 5/20/2010 28 5/20/2010 28 5/20/2010 H AVM'S* conform to ASTM C 39, C 1231, C 617. This report shell rx:tt be reproduced, except in IA without the written approval ot Universal Engineering Sciences, Inc, of Jacksonville, Florida, Remarks: ` rt G kr/ ''' ■i ,,,ii • • l ' UNIVERSAL ENGINEERING SCIENCES, INC. ,s 4 .... 4„ , .... e tlfi e,of Authorization No. 549 EN,9 4/ 1p From Figure 2 FIN NA 1 ,i. i N. 38705 1 of Type 1 Type 2 Type 3 , STATE OF * : * : It l. t G. Kushner, P.E. ASTM C 39-04a . E 7 -- / - -0 .. I I 4TE OF FLORIDA 11 t ,5) %, „. ... 1..*sotessional Engineer a. 3; '05 Type 4 Type 5 Type 6 a ' : '•.. (5,),<„.....r 0 ot... 4 Date: _ 6/ li ...,... .......... ;\ 4 % - -- sjS /ONA1, 'C*\'‘,ifisl UNIVERSAL Set No.: 8 Lab No.: 496 III PP ENGINEERING SCIENCES Report No.: 835361 IIIII ect No.: 0910.1000087.0000 Consultants In: t,;eotechnical Engineering • Envfronmentat Sciences • P � Construction Materials Testing • Threshold Inspections • Private Provider Inspection 5561 Florida Mining Boulevard South • Jacksonville • Florida • 32257 • P: (904) 296-0757 • F: (904) 296-0748 TEST REPORT OF COMPRESSIVE STRENGTH OF 4" x 8" CONCRETE TEST SPECIMENS Client: Agree Realty 31850 Northwestern Highway Farmington Hills, MI. 48334 Project: Walgreens #13028 - Atlantic Beach DESIGN DATA Specified Strength: 3,500 psi at 28 days FIELD & LAB DATA Date Sampled: 4/22/2010 Time Sampled (ASTM c172): 10:46 AM Sampled by: S. Torres Slump (ASTM C143) (inches): 5 1/2 Truck Number: 441 Air Content (r,ASTM C173 c.ASTM c231): - Ticket Number: 183958 Concrete Temperature (ASTM c1o64) ( °F): 85 Time Batched: 9:37 AM No, of Cylinders Cast: 4 Quantity of Load (yd 10.5 210 of 210 Ambient Temperature ( °F): 74 Water Added at Site: 0 gallons Weather Conditions: Clear Contractor: Drawdy Brothers Mix Design: 8HSO0B Supplier: Tarmac W/C Ratio: - Location of Placement: North center of slab (set 5) RESULTS OF TESTING Date Age Type of Diameter of Test Specimen Cross Maximum Test Average Tested (Days) Fracture Specimen Sectional Area Compressive Compressive (psi) (in) (1n Load Strength di d2 (lbs) (psi) 4/29/2010 7 5 4.03 4.04 12.82 31,110 2,430 5/20/2010 28 5/20/2010 28 5/20/2010 H , Results conform to ASTM C 39, 0 1231, C 617 This report steali not be reproduced, except in Lull, without the wriden approval of universal Engineering Sciences, Inc. 01 Jacksonville, Florida, Remarks: *7 day break is less than 70% of design strengthoiiiihwi i ,i''} G. K(J8,UNIVERSAL ENGINEERING SCIENCES, INC. , `, -' •• • • prtiflc of uthorization No. 549 . • From Figure 2 ®® NE ' NQ" 38705 Kushner, P.E. of TYpe 1 Type 2 Type 3 s ° Rid � ASTM C 39.04a ` * • S I'ATE;OF FLORIDA \ rt. -c '•• STAT OF P "r s$ional Engineer X 05 Type 4 Type 5 Type 6 � Q ' f () BIDP t Lure Date: ' ' Li N i V E R SA L Project Number: 0910.1000087.0000 EE:11 ENGINEERING SCIENCES Report Number: 835288 Date: 4/29/10 Consultants In: Geotechnical Engineering • Environmental Engineering • Construction Materials Testing • Threshold Inspection • Private Provider Inspection 5561 Florida Mining Boulevard South • Jacksonville, FL 32257 • (904) 296 -0757 • Fax (904) 296-0748 ACTIVITY RECORD Client: Agree Realty 31850 Northwestern Highway Farmington Hills, MI. 48334 Project: Walgreens #13028 — Atlantic Beach Dates of Activity: 4/13/10 Reference: Column Anchor Bolts Technician: Chris Shaw 4/13/10 UES representative Chris Shaw arrived on site as requested to observe the exterior column anchor bolts on the east and west sides of the building. All anchor bolts observed were tightened and in conformance with the project plans and specifications. ,II" 4 G. K/j ,k'' �\CENS ' '< v im " (/74 /o a * R - Kushner, P.E. w o STATE OF F 4. No. 38705 -' � p.4;'- �081� s iarsal Engineering Sciences UNIVERSAL Project Number: 0910.1000087.0000 . ENGINEERING SCIENCES Report Number 835286 Date: 4/29/10 Consultants In: Geotechnical Engineering • Environmental Engineering • Construction Materials Testing • Threshold Inspection • Private Provider Inspection 5561 Florida Mining Boulevard South • Jacksonville, FL 32257 • (904) 298.0757 • Fax (904) 296-0748 ACTIVITY RECORD Client: Agree Realty 31850 Northwestern Highway Farmington Hills, MI. 48334 Project: Walgreens #13028 — Atlantic Beach Dates of Activity: 4/22/10 Reference: Work Delay Technician: Steve Torres 4/22/10 UES representative Steve Torres arrived on site as requested to perform concrete tests. Delay caused by time spent waiting for concrete trucks /equipment in order to perform field work. 11111 PRrojectt No. 835290 8 0 3 9 5 1 2 0 9 .1 0 000087.0000 ENGINEERING S L CIENCES IIMIIIIIIIIIIIIIIIIIP Consultants in: Geotechnical Engineering! Environmental Engineering i Construction Material Testing i Threshold Inspection I Private Provider Inspection 5561 Florida Mining Boulevard South A Jacksonville, Fl 32257 A. (904) 296-0757 A Fax (904) 296-0748 FLOOR FLATNESS AND LEVELNESS "DIPSTICK" TESTING UES Project: Walgreens #13028 - Atlantic Beach Date: 4/22/10 Client: Agree Realty The results of your analysis are as follows: FF 90% Confidence FL 90% Confidence Run Location (Flatness) Range (Levelness) Range Slab on grade Run #1 40.17 37.65 - 43.06 41.94 38.22 - 44,57 Slab on grade Run #2 56.60 52.08 - 5719 51.13 48.41 - 53.29 Slab on grade Run #3 44.24 41.27 - 46,88 36.79 33.76 - 38.72 Slab on grade Run #4 34.99 33.46 - 37.42 67.48 57.18 - 64.48 Slab on grade Run #5 45.75 40.90 - 47,71 48.30 46.36 - 50.61 Slab on grade Run #6 34.82 31.55 - 36.90 50.08 48.03 - 53.38 Overal All Average 42.78 40.17 - 44.20 48.45 _ 46.70 - 50.87 Specified Values 35 25 ,,,,,,.... ....1 Technician: Ricky Agee i.. ************************ 0 1 NO- ..... If you should have any questions, please do not hesitate to call. .)..% Respectfully submitted, / /, .°: * • % 't. * • No. 38705 % 1 . UNIVERSAL ENGINEERING SCIENCES /7 /,.._ . Z1/474 * 1 * 1 * 2, • • . Rick G. Kushner P.E:,, .. OF A IZ., FL. P.E. Number 3870*. *...4 ... .... k O.... ' \* ,. UNIVERSAL ENGINEERING SERCit 6 4 0 N4 cc-\\0101's Ea UNIVERSAL Set Na.: 1 Lab No.: 352 ENGINEERING SCIENCES Report No.: 831650 Consultants In Geotechnical Engineering • Environmental Sciences • Project No.: 0910.1000087.0000 Construction Materials Testing • Threshold Inspections • Private Provider Inspection 5561 Florida Mining Boulevard South • Jacksonville • Florida • 32257 • P: (904) 296.0757 • F: (904) 296.0748 TEST REPORT OF COMPRESSIVE STRENGTH OF 4" x 8" CONCRETE TEST SPECIMENS Client: Agree Realty 31850 Northwestern Highway Farmington Hills, MI. 48334 Project: Walgreens #13028- Atlantic Beach DESIGN DATA Specified Strength: 3,000 psi at 28 days FIELD & LAB DATA Date Sampled: 3/26/2010 Time Sampled (ASTM C172): 10:14 AM Sampled by: C. Shaw Slump (AsTM bin) (inches): 4 3/4 Truck Number: 521 Air Content (ASTM C173 nASTM c231): - Ticket Number: 183467 Concrete Temperature (ASTM C1064) CF): 70 Time Batched: 9:11 AM No. of Cylinders Cast: 4 Quantity of Load (yd 10.5 of Ambient Temperature ( °F): 68 Water Added at Site: 0 gallons Weather Conditions: Partly Cloudy Contractor: - Mix Design: 8GSX0B Supplier: Tarmac WIC Ratio: - Location of Placement: Perimeter continuous footing southeast corner RESULTS OF TESTING Date Age Type of Diameter of Test Specimen Cross Maximum Test Average Tested (Days) Fracture Specimen Sectional Area Compressive Compressive (psi) (in) (ln Load Strength d1 d2 (lbs) (psi) 4/5/2010 10 5 4.04 4.03 12.79 38,000 2,970 4/23/2010 28 5 4.03 4.05 12.82 48,800 3,810 4/23/2010 28 4 4.03 4.03 12.76 46,720 3,660 3,740 4/23/2010 H F+losults conform to ASTM C 39, C 1231, C 617. The report shall not be reproduced, except in full, without the written approval of Universal &ig veering Sciences, Inc, of Jacksonville, Florida Remarks: 40,,,..%'n riiilAii,,,,,,✓ . kii ''' WC , I S I,VERSAL ENGINEERING SCIENCES, INC. s '' ' `C NSeer tfipit of Authorization No. 549 ,` No. 38705 ' t ---- -- From oigure 2 ®® ® e2 II r Rick 6.*cu$hner, P.E. of Type 1 Type 2 Type 3 � '�;" � * . STATE STA.T FLORID l Eng r N 38705 ASTM C 39.04a ® _ _ ri .. .... s7," ' ProuOiolia C 1/2,..".. E . Z0RIS) y Type 4 Type 5 Type 6 j 31 4 t t re Date' �y J f '� p � /� t t °- SfONA�• ; '�'r °`"evre9Jd /t1- d UNIVERSAI. Set No.: 2 Lab No.: 321 il l P ENGINEERING SCIENCES Report No.: 831666 %1111b Consultants In: Geotechnical Engineering • Environmental Sciences • Project No.: 0910.1000087.0000 Construction Materials Testing • Threshold Inspections • Private Provider Inspection 5561 Florida Mining Boulevard South • Jacksonville • Florida • 32257 • P: (904) 296-0757 • F: (904) 296-0746 TEST REPORT OF COMPRESSIVE STRENGTH OF 4" x 8" CONCRETE TEST SPECIMENS Client: Agree Realty 31850 Northwestern Highway Farmington Hills, MI. 48334 Project: Walgreens #13028-Atlantic Beach DESIGN DATA Specified Strength: 3,000 psi at 28 days FIELD & LAB DATA Date Sampled: 3/27/2010 Time Sampled (ASTM C172): 12:45 PM Sampled by: S. Nettles Slump (ASTIvl C143) (inches): 5 Truck Number: 476 Air Content (uASTM C173 i IASTM c231): - Ticket Number: 183482 Concrete Temperature (Am C1064) ( 72 Time Batched: 11:40 AM No. of Cylinders Cast: 4 Quantity of Load (yd 7.0 of Ambient Temperature (°F): 75 Water Added at Site: 0 gallons Weather Conditions: Sunny Warm Contractor: RD & Fleet Mix Design: 3000 w/ash #67 Supplier: Tarmac WIC Ratio: - Location of Placement: All interior column pads RESULTS OF TESTING Date Age Type of Diameter of Test Specimen Cross Maximum Test Average Tested (Days) Fracture Specimen Sectional Area Compressive Compressive (psi) (in) (in Load Strength di d2 (lbs) (psi) 4/3/2010 7 3 4,05 4,05 12.88 33,170 2,580 4/24/2010 28 5 4.04 4.05 12.88 53,370 4,140 4/24/2010 28 3 4.04 4.06 12,88 52,360 4,070 4,110 4/24/2010 H Resells conform io ASIA C 39, 0 1231, C 617 Ms report shall not he reproduced, except in full, withoul Me written approval el Universal Engineering Sciences, Inc ol Jacksonville, Florida. Remarks: ,,.., ....., ...... , E, MAL ENGINEERING SCIENCES, INC. ENS4: ' . ofluthorization No. 549 Z4 . From Figure 2 EN NE El Of Type 1 Type 2 Type 3 * Rick .tiOner, P.E. — ASTNiC 39-04a 7 — i * ...I No. 36705 \ n ,..,... STA TE oFSTA1EKVLORIDA )4 , / It . .4p *... ,, _ttor9f Jor;°alEnginem o, 705 Type 4 Type 5 Type 6 –,– go .• .. 0 Rkk c • ;* *A.: ur. Date V id /C.2 7 7%. 4 c.,, • • • ........ , :4 I v ' • - --..„.. °8 /ONAV C ' t fo‘ .. F'TI UNIVERSAL Set No.: 3 Lab No.: 353 ENGINEERING SCIENCES Report No.: 831668 Consultants in: Geotechnical Engineering • Environmental Sciences Project No.: 0910.1000087.0000 Construction Materials Testing • Threshold inspections • Private Provider Inspection 5561 Florida Mining Boulevard South • Jacksonville • Florida • 32257 • P: (904) 296.0757 • F: (904) 298°0748 TEST REPORT OF COMPRESSIVE STRENGTH OF 4" x 8" CONCRETE TEST SPECIMENS Client: Agree Realty 31850 Northwestern Highway Farmington Hills, MI. 48334 Project: Walgreens #13028 - Atlantic Beach DESIGN DATA Specified Strength: 3,000 psi at 28 days FIELD & LAB DATA Date Sampled: 3/31/2010 Time Sampled (ASTM c172): 11:58 AM Sampled by: J.lannareili Slump (ASTM C143) (inches): 9 Truck Number: 588 Air Content (L:ASTM 0173 r:;ASTM C231): - Ticket Number: 272535 Concrete Temperature (ASTM C1064) ( ° F): 71 Time Batched: 11:02 AM No. of Cylinders Cast: 4 Quantity of Load (yd 9.0 of Ambient Temperature ( °F): 65 Water Added at Site: 0 gallons Weather Conditions: Clear Contractor: Drawdy Brothers Mix Design: 8GCX0E Supplier: Tarmac W/C Ratio: Location of Placement: East wall RESULTS OF TESTING Date Age Type of Diameter of Test Specimen Cross Maximum Test Average Tested (Days) Fracture Specimen Sectional Area Compressive Compressive (psi) (in) (in Load Strength di d2 (Ibs) (psi) 4/8/2010 8 3 3.31 3.43 11.35 18,210 1,600 4/28/2010 28 6 3.32 3.39 11.25 36,730 3,260 4/28/2010 28 4 3.33 3.37 11.22 42,930 3,830 3,550 4/28/2010 H 'f ovo, conform to 48714 0 314 C 1231, C 617. Ties report shall not tut reproduced, except in full, without the written apps oval of Universal Engineering Sciences, Inc. of Jacksonville, Florida Remarks: % ,'' .....,, .64, UNIVERSAL ENGINEERING SCIENCES, INC. • � ` ,® ; ' <>, i =lys ' ,• Certlflc of uthori2ation No. 549 gi s ®® ® ? : No. 38705 e From Figure 2 Type 1 Type 2 Type e 3 * 1 7� 'r<it,} __ __ _ , of k G. Kushner, P.E. ASTM C 39.043 7 -- -o STA OF ; ATE OF FLORIDA _z -P 0 ,,c. p, •• • „ / .ofessionaI E . •. 3: 05 Type 4 Type 5 Type 6 : . o r s , f .... ,.., • 4 1'S ignature Date: 3 d Q ' � . , ' te r ''f e 1 liNj1 Set No.: UN IVERSAL Lab No.: 538 ENGINEERING SCIENCES Report No.: 837939 Consultants In: Geotechnical Engiheering • Environmental Sciences • Project No.: 0910.1000087.0000 Construction Materials Testing • Threshold Inspections • Private Provider Inspection 5561 Florida Mining Boulevard South • Jacksonville • Florida • 32257 • P: (904) 296 -0757 • F: (904) 296 -0748 TEST REPORT OF COMPRESSIVE STRENGTH OF 3.5" x 3.5" x 7" GROUT PRISMS TEST SPECIMENS ASTM C 1019 - Specimens obtained using slotted corrugated cardboard boxes specifically manufactured to provide grout specimens.* Client: Agree Realty 31850 Northwestern Highway Farmington Hills, MI. 48334 Project: Walgreens #13028 - Atlantic Beach DESIGN DATA Specified Strength: 3,500 psi at 28 days FIELD & LAB DATA Date Sampled: 4/27/2010 Time Sampled (ASTM c172): 3:00 PM Sampled by: J. Paulk Slump (ASTM c143) (inches): 9 Truck Number: 553 Air Content (c:ASTM C173 LASTM C231): - Ticket Number: 273030 Concrete Temperature (ASTM clos4)( ° F): 70 Time Batched: 2:09 PM No. of Prisms Cast: 1 box Quantity of Load (yd 9.0 of Ambient Temperature ( °F): 80 Water Added at Site: 0 gallons Weather Conditions: Clear Contractor: - Mix Design: 8GCXOE Supplier: Tarmac W/C Ratio: - Location of Placement: Southeast wall RESULTS OF TESTING Date Age Type of Diameter of Test Specimen Cross Maximum Test Average Tested (Days) Fracture Specimen Sectional Area Compressive Compressive (psi) (in) (in Load Strength di d2 (Ibs) (psi) 5/4/2010 7 3 3.34 3.28 10.96 45,990 4,190 5/25/2010 28 5/25/2010 28 5/25/2010 H Results con form to ASTM C 39, C 1231, C 617. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences, Inc. of Jacksonville, Florida. "Sampled and Molded to ASTM C 1019 (Grout Specimen Box - Comparative study performed per note 6 of ASTM C 1019 and is available upon request under Report No. 7168261 Remarks: e !! e ' <<i "06 , "° %-U.NIVERSAL ENGINEERING SCIENCES, INC. 9 'j "' "u8 ' ate of Authorization No. 549 r 4k - • \>CF 7 From Figure 2 e1 '® m ° - o! yp Type 2 Type < No. 38705 Riek G. Kushner P.E. ASTM C 39 -04a / — / \ • STA* AF FLORIDA / : * P rof si�nal Engineer o. : 705 TE O� � , Type 4 Type 5 Type 6 'a p ' . SSA P $1 tie Date: Ca FL .. • f�,n ` .� C � ! 144 ,1 tit UNIVERSAL Number: 0910.1000087.0000 ENGINEERING SCIENCES Report Number: 838961 Consultants In: Geotechnical Engineering • Environmental Engineering • Date: 5/20/10 Construction Materials Testing • Threshold Inspection • Private Provider Inspection 5561 Florida Mining Boulevard South • Jacksonville, FL 32257 • (904) 296 -0757 • Fax (904) 296 -0748 ACTIVITY RECORD Client: Agree Realty 31850 Northwestern Highway Farmington Hills, MI. 48334 Project: Walgreens #13028 — Atlantic Beach Dates of Activity: 5/06/10 Reference: Steel Inspection Technician: Randy Hurry • 5/06/10 UES representative Randy Hurry arrived on site as requested to perform visual inspection of structural steel roof framing for the above referenced project. Inspected field welds for location, size, length and quality. Roof framing was found to comply with the approved contract drawings and specifications. V k . /l 1 ! - // (0 \s) `r � Rik G. Kushner, P.E. No. 3V05 FLT P. E. No. 38705 i9r>versal Engineering Sciences 8TP i OF e rr f LJNIVERSAL Project Number: 0910.1000087.0000 illih in UNIVERSAL Number: 838965 ENGINEERING SCIENCES Date: 5/20/1 Consultants In: Geotechnical Engineering •Environmental Engineering • Construction Materials Testing • Threshold Inspection • Private Provider Inspection 5561 Florida Mining Boulevard South • Jacksonville, FL 32257 • (904) 296 -0757 • Fax (904) 296 -0748 ACTIVITY RECORD Client: Agree Realty 31850 Northwestern Highway Farmington Hills, MI. 48334 Project: Walgreens #13028 — Atlantic Beach Dates of Activity: 5/07/10 Reference: Roof Deck Inspection Technician: Randy Hurry 5/07/10 UES representative Randy Hurry arrived on site as requested to perform a metal roof deck inspection for the above mentioned project. Verified placement of puddle welds, tek screws and lap joints. Roof decking was found to comply with the project drawings and specifications. '` -i) G. K W ' il *' Mo 3705 Fick a. Kushner, P.E. ti FL. -R.. No. 38705 lUrgygsal Engineering Sciences -o % STATE OF ' ,% 5b } •.• F �% • : fi t(, % C(ry7pAt qq rid0',,,fieifil f f @ } Set No.: 4 III UNIVERSAL Lab No.: 492 P ENGINEERING SCIENCES Report No.: 835353 III I Consultants In: Geotechnical Engineering • Environmental Sciences • Project No.: 0910.1000087.0000 Construction Materials Testing • Threshold Inspections • Private Provider Inspection 5561 Florida Mining Boulevard South • Jacksonville • Florida • 32257 • P: (904) 296 -0757 • F: (904) 296 -0748 TEST REPORT OF COMPRESSIVE STRENGTH OF 4" x 8" CONCRETE TEST SPECIMENS Client: Agree Realty 31850 Northwestern Highway Farmington Hills, MI. 48334 Project: Walgreens #13028 - Atlantic Beach DESIGN DATA Specified Strength: 3,500 psi at 28 days FIELD & LAB DATA Date Sampled: 4/22/2010 Time Sampled (AsTM c172): 4:01 AM Sampled by: S. Torres Slump (ASTM C143) (inches): 5 1/2 Truck Number: 552 Air Content (n ASTM C173 i lASTM C231): - Ticket Number: 272894 Concrete Temperature (ASTM C1064) (°F): 76 Time Batched: 3:15 AM No. of Cylinders Cast: 4 Quantity of Load (yd 10.5 10.5 of 210 Ambient Temperature ( °F): 60 Water Added at Site: 0 gallons Weather Conditions: Clear Contractor: Drawdy Brothers Mix Design: 8HSO0B Supplier: Tarmac W/C Ratio: - Location of Placement: Southeast corner of pad (set 1) RESULTS OF TESTING Date Age Type of Diameter of Test Specimen Cross Maximum Test Average Tested (Days) Fracture Specimen Sectional Area Compressive Compressive (psi) (in) (in Load Strength di d2 (lbs) (psi) 4/29/2010 7 6 4.03 4.03 12.76 33,790 2,650 5/20/2010 28 6 4.04 4.04 12.82 48,300 3,770 5/20/2010 28 4 4.04 4.04 12.82 46,700 3,640 3,710 5/20/2010 H Results conform to ASTM C 39, C 1231, C 617. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences, Inc. of Jacksonville, Florida Remarks: ' ,, r 6, <, ® , i ii p➢ 9 t3 G K; AJNIVERSAL ENGINEERING SCIENCES, INC. t O' c 4` ••.•••• U c il 'tfi to o f Authorization No. 549 From Figure 2 ' 1 ' Type Type a IV 00 Rick G. ttlishner, P.E. Type ype 2 yp 3 s O 5 of ASTM C 39 -04a 7 — 4 * * STI T CIF FLORIDA i ''o STA OF PrgfessiQnal Engineer / 05 Type 4 Type 5 Type 6 � a r ` ' /- Sr ute Date: ' d , �� Rl 'Op ` rY�� 01`i • UNIVERSAL Set No.: 5 ill Pli Lab No.: 493 ENGINEERING SCIENCES Report No.: 835355 Il li iiii ia Consultants In: Geotechnical Engineering • Environmental Sciences • Project No.: 0910.1000087.0000 Construction Materials Testing • Threshold Inspections • Private Provider Inspection 5561 Florida Mining Boulevard South • Jacksonville • Florida • 32257 • P: (904) 296 -0757 • F: (904) 296 -0748 TEST REPORT OF COMPRESSIVE STRENGTH OF 4" x 8" CONCRETE TEST SPECIMENS Client: Agree Realty 31850 Northwestern Highway Farmington Hills, MI. 48334 Project: Walgreens #13028 - Atlantic Beach DESIGN DATA Specified Strength: 3,500 psi at 28 days FIELD & LAB DATA Date Sampled: 4/22/2010 Time Sampled (ASTM c172): 5:55 AM Sampled by: S. Torres Slump (ASTM c143) (inches): 5 1/4 Truck Number: 441 Air Content ( ASTM C173 r,ASTM C231): - Ticket Number: 183948 Concrete Temperature (ASTM clo64) ( °F): 71 Time Batched: 5:08 AM No. of Cylinders Cast: 4 Quantity of Load (yd 10.5 73.5 of 210 Ambient Temperature ( °F): 64 Water Added at Site: 0 gallons Weather Conditions: Clear Contractor: Drawdy Brothers Mix Design: 8HSO0B Supplier: Tarmac W/C Ratio: - Location of Placement: West center of slab (set 2) RESULTS OF TESTING Date Age Type of Diameter of Test Specimen Cross Maximum Test Average Tested (Days) Fracture Specimen Sectional Area Compressive Compressive (psi) (in) (in Load Strength di d2 (Ibs) (psi) 4/29/2010 7 6 4.04 4.03 12.82 30,610 2,390 5/20/2010 28 4 4.04 4.04 12.82 49,720 3,880 5/20/2010 28 6 4.04 4.04 12.82 46,890 3,660 3,770 5/20/2010 H Results conform to ASTM C 39, C 1231, C 617. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences, lnc. of Jacksonville, Florida Remarks: ,tl fl • =- ` ► ► ► ` ��5� . _ 4. U NIVERSAL ENGINEERING SCIENCES, INC. A " ific to of Authorization No. 549 ti IXI IXj p::i A F ; Y .. N. ,38, --- _. From Figure 2 . 4' of Type 1 Type 2 Type 3 * * RI k 16'. Kushner, P.E. ASTM C 39 -043 T — 2 . . STATE OF : S ' E OF FLORIDA o • ,c : o Engineer . a. .8 05 / Type 4 Type 5 Type 6 '� j. ` Q 1 R I D P , . ature Date: \ *idi `� / 2 ®�. ,',Ferssa//1° ° II p Set No.: UNIVERSAL Lab No.: 494 ENGINEERING SCIENCES Report No.: 835358 Consultants In: Geotechnical Engineering • Environmental Sciences • Project No.: 0910.1000087.0000 Construction Materials Testing • Threshold Inspections • Private Provider Inspection 5561 Florida Mining Boulevard South • Jacksonville • Florida • 32257 • P: (904) 296 -0757 • F: (904) 296 -0748 TEST REPORT OF COMPRESSIVE STRENGTH OF 4" x 8" CONCRETE TEST SPECIMENS Client: Agree Realty 31850 Northwestern Highway Farmington Hills, MI. 48334 Project: Walgreens #13028 - Atlantic Beach DESIGN DATA Specified Strength: 3,500 psi at 28 days FIELD & LAB DATA Date Sampled: 4/22/2010 Time Sampled (ASTM c172): 7:00 AM Sampled by: S. Torres Slump (ASTM c143) (inches): 5 Truck Number: 550 Air Content( ASTM C173 rASTM C231): - Ticket Number: 272903 Concrete Temperature (ASTM clo64) ( °F): 78 Time Batched: 6:07 AM No. of Cylinders Cast: 4 Quantity of Load (yd 10.5 126 of 210 Ambient Temperature ( °F): 63 Water Added at Site: 0 gallons Weather Conditions: Clear Contractor: Drawdy Brothers Mix Design: 8HSO0B Supplier: Tarmac W/C Ratio: - Location of Placement: 30 ft. southwest of northeast corner (set 3) RESULTS OF TESTING Date Age Type of Diameter of Test Specimen Cross Maximum Test Average Tested (Days) Fracture Specimen Sectional Area Compressive Compressive (psi) (in) (in Load Strength di d2 (lbs) (psi) 4/29/2010 7 6 4.06 4.04 12.88 32,230 2,500 5/20/2010 28 4 4.05 4.04 12.88 47,650 3,700 5/20/2010 28 3 4.04 4.04 12.82 48,410 4,560 4,130 5/20/2010 H Results conform to ASTM C 39, C 1231, C 617. This report shall not he reproduced, except in full, without the written approval of Universal Engineering Sciences, Inc. of Jacksonville, Florida. Remarks: f f r r , s: .. a °� t t ��l "r G ''' - -. UNIVERSAL ENGINEERING SCIENCES, INC. i , �l ertifi • = to of Authorization No. 549 .A v,..... From Figure 2 Type 1 Type 2 Type 3 � * `O. 38 705 Rik G . . L ushner, P.E. ASTM C 39 -04a STATE�F FLORIDA 1 .. STATE OF P Engine I I . ; 705 Type 4 Type 5 Type - 6 r Q,{, fi S ' attire Date: l /0 c< ` `. L QRIgN •` <<c � S /6 /VA L V-� o t.' ®' °'''''',/,r +elf 4 ii UNIVERSAL Set No.: 7 Lab No.: 495 ENGINEERING SCIENCES Report No.: 835360 Ill il Consultants In: Geotechnical Engineering • Environmental Sciences • Project No.: 0910.1000087.0000 Construction Materials Testing • Threshold Inspections • Private Provider Inspection 5561 Florida Mining Boulevard South • Jacksonville • Florida • 32257 • P: (904) 296 -0757 • F: (904) 296 -0748 TEST REPORT OF COMPRESSIVE STRENGTH OF 4" x 8" CONCRETE TEST SPECIMENS Client: Agree Realty 31850 Northwestern Highway Farmington Hills, MI. 48334 Project: Walgreens #13028 - Atlantic Beach DESIGN DATA Specified Strength: 3,500 psi at 28 days FIELD & LAB DATA Date Sampled: 4/22/2010 Time Sampled (ASTM c172): 7:00 AM Sampled by: S. Torres Slump (ASTM C143) (inches): 5 Truck Number: 552 Air Content (:-.ASTM C173 :.ASTM C231): - Ticket Number: 272906 Concrete Temperature (ASTM clo64) ( ° F): 78 Time Batched: 7:20 AM No. of Cylinders Cast: 4 Quantity of Load (yd 10.5 157.5 of 210 Ambient Temperature ( °F): 63 Water Added at Site: 0 gallons Weather Conditions: Clear Contractor: Drawdy Brothers Mix Design: 8HSO0B Supplier: Tarmac W/C Ratio: - Location of Placement: 30 ft. south of northwest corner (set 4) RESULTS OF TESTING Date Age Type of Diameter of Test Specimen Cross Maximum Test Average Tested (Days) Fracture Specimen Sectional Area Compressive Compressive (psi) (in) (in Load Strength di d2 (Ibs) (psi) 4/29/2010 7 6 4.03 4.05 12.82 34,390 2,680 5/20/2010 28 6 4.04 4.04 12.82 49,840 3,890 5/20/2010 28 3 4.04 4.05 12.88 49,940 3,880 3,890 5/20/2010 H . Results con form to ASTM C 39, C 1231, C 617. Thus report shall not be reproduced, except in hill, without the written approval of Universal Engineering Sciences, Inc. of Jacksonville, Florida. Remarks: f 1 '" N\- G.'�(/� UNIVERSAL ENGINEERING SCIENCES, INC. +' „ ert of Authorization No. 549 From Figure 2 ? No 3705 w of Type 1 Type 2 Type 3 °• *, i * c G P.E. ASTM C 39 -04a — L _ SL6 OF FLORIDA i - `' . STATE OF � { 3 r eri onal Engineer, • 3' 05 Type 4 Type 5 Type -6 ° A‘ L 0 R (OQ`.•••' , rAure Date: 5-\C3 b rae �./'ONAL - r''-',, ®a64afdrD UNIVERSAL Set No.: 8 II • Lab No.: 496 ENGINEERING SCIENCES Report No.: 835361 Consultants In: Geotechnical Engineering • Environmental Sciences • Project No.: 0910.1000087.0000 Construction Materials Testing • Threshold Inspections • Private Provider Inspection 5561 Florida Mining Boulevard South • Jacksonville • Florida • 32257 • P: (904) 296 -0757 • F: (904) 296 -0748 TEST REPORT OF COMPRESSIVE STRENGTH OF 4" x 8" CONCRETE TEST SPECIMENS Client: Agree Realty 31850 Northwestern Highway Farmington Hills, MI. 48334 Project: Walgreens #13028- Atlantic Beach DESIGN DATA Specified Strength: 3,500 psi at 28 days FIELD & LAB DATA Date Sampled: 4/22/2010 Time Sampled (ASTM c172): 10:46 AM Sampled by: S. Torres Slump (ASTM C143) (inches): 5 1/2 Truck Number: 441 Air Content (e ASTM C173 oASTM C231): - Ticket Number: 183958 Concrete Temperature (ASTM c1o64)( °F): 85 Time Batched: 9:37 AM No. of Cylinders Cast: 4 Quantity of Load (yd 10.5 210 of 210 Ambient Temperature ( °F): 74 Water Added at Site: 0 gallons Weather Conditions: Clear Contractor: Drawdy Brothers Mix Design: 8HSO0B Supplier: Tarmac W/C Ratio: - Location of Placement: North center of slab (set 5) RESULTS OF TESTING Date Age Type of Diameter of Test Specimen Cross Maximum Test Average Tested (Days) Fracture Specimen Sectional Area Compressive Compressive (psi) (in) (in Load Strength d1 d2 (Ibs) (psi) 4/29/2010 7 5 4.03 4.04 12.82 31,110 2,430 5/20/2010 28 4 4.03 4.04 12.82 45,930 3,580 5/20/2010 28 5 4.04 4.03 12.82 44,660 3,480 3,530 5/20/2010 H Results conform to ASTM C 39, C 1231, C 617 This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences, inc of Jacksonville, Florida. Remarks: , i : G. Kf ENGINEERING SCIENCES, INC. , 't� : . • • 6' rficate of Authorization No. 549 \C t 11 c ... t' <r■ From Figure 2 .' n No. 33705 [ , of Type 1 Type 2 Type 3 FR ir k G Kushner, P.E. ASTM C 39 -04a 7C * STAY OF FLORIDA r i , , * ° STA OF P)bkssi,$naI Engine Nye 8705 Type 4 Type 5 Type 6 q ' R L7 a � V ONAL 0.\‘' ° lel UNIVERSAL Set No.: 9 II I PP Lab No.: 538 Illihidida ENGINEERING SCIENCES Report No.: 837939 Consultants In: Geotechnical Engineering • Environmental Sciences • Project No.: 0910.1000087.0000 Construction Materials Testing • Threshold Inspections • Private Provider Inspection 5561 Florida Mining Boulevard South • Jacksonville • Florida • 32257 • P: (904) 296 -0757 • F: (904) 296 -0748 TEST REPORT OF COMPRESSIVE STRENGTH OF 3.5" x 3.5" x 7" GROUT PRISMS TEST SPECIMENS ASTM C 1019 - Specimens obtained using slotted corrugated cardboard boxes specifically manufactured to provide grout specimens.* Client: Agree Realty 31850 Northwestern Highway Farmington Hills, MI. 48334 Project: Walgreens #13028- Atlantic Beach DESIGN DATA Specified Strength: 3,500 psi at 28 days FIELD & LAB DATA Date Sampled: 4/27/2010 Time Sampled (ASTM c172): 3:00 PM Sampled by: J. Paulk Slump (ASTM c143) (inches): 9 Truck Number: 553 Air Content (ciASTM C173 r ASTM C231): - Ticket Number: 273030 Concrete Temperature (ASTM C1064) (°F): 70 Time Batched: 2:09 PM No. of Prisms Cast: 1 box Quantity of Load (yd 9.0 of Ambient Temperature ( °F): 80 Water Added at Site: 0 gallons Weather Conditions: Clear Contractor: - Mix Design: 8GCXOE Supplier: Tarmac W/C Ratio: - Location of Placement: Southeast wall RESULTS OF TESTING Date Age Type of Diameter of Test Specimen Cross Maximum Test Average Tested (Days) Fracture Specimen Sectional Area Compressive Compressive (psi) (in) (in Load Strength dl d2 (Ibs) (psi) 5/4/2010 7 3 3.34 3.28 10.96 45,990 4,190 5/25/2010 28 5 3.35 3.34 11.19 52,260 4,670 5/25/2010 28 4 3.36 3.39 11.39 58,070 5,100 4,890 5/25/2010 H Results conform to ASTM C 39, C 1231, C 617. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences, Inc. of Jacksonville, Florida. 'Sampled and Molded to ASTM C 1019 (Grout Specimen Box - Comparative study performed per note 6 of ASTM C 1019 and is available upon request under Report No. 7168261 Remarks: ,a f ///° UNIVERSAL3I8 f1 Cert' t�u o r 'NQ. NCES, INC. From Figure 2 ki f 7 11 /41{4 ... i i 5 ° ` of Type 1 Type 2 Type 3 Rick 0'. btushner, P.E* ASTM C 39 -04a \ 7C STAT' Q, 1=LOR , ,t �� o I i. _ Pro •E ng�,aeer o 387. . `° Type 4 Type 5 Type 6 0 10 Signature o° = �S / QNAL.�� ;0 e '''go,,,/ // 0 $1 UNIVERSAL Project Number: 0910.1000087.0000 LPP Report Number: 747420 ENGINEERING SCIENCES Date: 7/12/10 Consultants In: Geotechnical Engineering • Environmental Engineering • Construction Materials Testing • Threshold Inspection • Private Provider Inspection 5561 Florida Mining Boulevard South • Jacksonville, FL 32257 • (904) 296.0757 • Fax (904) 296 - 0746 ACTIVITY RECORD Client: Agree Realty 31850 Northwestern Highway Farmington Hills, MI. 48334 Project: Walgreens #13028 — Atlantic Beach Dates of Activity: 6/02/10 Reference: Weld Inspection Technician: Rick Agee 6/02/10 UES representative Ricky Agee arrived on site as requested to perform a visual inspection of field welds for the metal roof truss connections to structural steel framing at the front canopy. Field inspection was performed per RTI #29. During inspection field welds were visually inspected for location, size and quality. Field welds for this location were found to comply with RFI #29 and AWS D1.1. c� • Rick G 5iR 7 41 uF •• FL. P. E‘I14 ; DA •� 0 0 Universal Bg'ifrl pees