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Home My WebLink About13-14273 CITY OF ZEPHYRHILLS 5335-STH STREET , • (sss)�so-oo20 14273 BUILDING PERMIT SINGLE FAMILY RESIDENTIAL Permit#:14273 Issued: 6/11/2013 Address: SEE DESCRIPT B-2 Permit Type: GENERAL BUILDING PERMIT ZEPHYRHILLS, FL. Class of Work: RIGHT-OF-WAY Township: Range: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Sq. Feet: Est. Value: Book: page; Cost: 70,600.00 Total Fees: 553.50 Subdivision: CITY OF ZEPHYRHILLS Amount Paid: 553.50 Date Paid: 6/11/2013 Parcel Number: Name: DALY&ZILCH (FLORIDA) INC Name: PCB OF CC Addr: P.O. BOX 937 Address: 7530 W. LITTLE RD LECANTO, FL 34461 NEW PORT RICHEY FL Phone: (352)341-4860 Lic: Phone: 727-834-3292 Work Desc: B-2 E SIDE OF 7TH ST SOUTH OF 7TH AVE BUS SHELTER W/STORM DRAIN 55 .5 f \� � .� � ( � �� '` � FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTlON FEES: Reinspection fees will comply with Florida Statute 553.80(2)(c)when extra ins trips are necessary due to any one of the following reasons: a)wrong address b)condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d)work not ready for inspection when called e) permit not posted on job site� plans not at job site g)work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications and Must Accompany Application. All work shall be perfarmed in accordance with Ci Codes and Ordinances. NO OCCUPANCY BEFORE C.O. � � CONTRACTORS S ATURE PERMIT OFFI PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813780-0020 City of Zephyrhills Permit Application Fax-813780-Op21 Building Department Dale Recelved .� �� - � O �vs�� Pho�e ContactforPermlqin owners Name Pasco County Board of Couniy Commisioners Owner Phone Number 727 834-3292 Owners Address West Pasca Govt.Center S 230 7530 W Little Rd Owner Phane Number ��z�)$34-3292 Fee Simple Titlehotder Name Ownar Phone Number � Fee Simple TiUeholder Address JOB ADORESS �-2 East side of 7th St.,approx.55'South of 7th Ave. �ora � SUBDIVISION � PARCEL ID/x �OBTAINED F�PROPERTY TA�TICE)DEMOLISH WORK PROPOSED e NeW coN57R� Ap0/ALT Q SIGN INSTALL REPAIR PROPOSED USE Q SFR Q COMM [�] OTHER A um�num TYPE OF CONSTRUCTION Q BLOCK Q FRAME Q STEEL Q DESCRIPTION OF WORK Install bus shelter with storm drain BUILDING SIZE SQ FOOTAGE C� HEIGHT � QBUILDING $ /� � VALUATION OF TOTAI CONSTRUCTION �� QELECTRICAL $ AMp SERVICE Q PROGRESS ENERGY Q W.R.E.C. QPLUMBING g OMECHANICAI $ VAI.UATION OF MECHANICAL INSTALLATION �� QGAS Q ROOFING Q SPECIALTY � OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AR 1 QYES NO L` LJ_�.i_�_ •�i�i��•r,��,w BUILDER n' ' "�Y Daly&Zilch,(FL),Inc. SIGNATURE !.� RE615TERED Y/ N FEECURRE� Y/N Address P O. ox 937,Lecanto,FL 3�146 0937 CG C059597 License# ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURREA Y 1 N Address License# PLUMBER � COMPANY SIGNATURE REOISTEHEO Y/N FEE CURRE� Y/N Address License# MECHANICAL COMPqNY SIGNATURE REGI3TERED Y/ N FEE CURRE� Y/N Address License# OTHER COMPANY � SIGNATURE REGISTERED Y/N FEE CURRE� Y/N Address 11111111111111111111111111111111111111111111111'IIS111111111111111111 RESIDENTIAL Atlach(2)Plot Plans;(2)sels of Building Plans;(1)set of Energy Farms;R-O-W Pertnit for new wnsWction, Minimum ten(10)working days after submiltal date. Required onsite,ConsWclion Plans,Slartnwaler Plans w/Silt Fence Installed, Sanitary Facllities&1 dumpster,Site Work permil tor subdivisions/large proJects COMMERCIAI. Allach(3)complete sets of Butlding Plans plus a Life Safety Page;(1)set of Ene�gy Forms.R-O-W Pennit for new constructlon. Minimum len(10)working days afier submittal date. Requlred onslle,Canstruction Plans,Stormwater Plans w!S(Il Fence InsWlled, Sanitary Fadlities&1 dumpsler.Site Work Pertnil for all new proJects.All commercial requlrements must meel compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ""PROPERTY SURVEY requfred for all NEW construction. �i-�L-i�4�� . . . . . . . . . . Liai_ . Directlons: �-'--' ' ' ' 4.��1.�1-�,��i� � , �� FIII oul applicatan completey Owner&Conlractor sign back M applicatlon,nolarized If over;2b00,a Nollce of Commencement Is required. (A/C upgrades over 57600) " Agent(for the corttraclor)or Power of Attomey(/or the ow�er)would be someone wilh nofarized lelter from owner authorizing same OVER THE COUNTER PERMITTING (Fronl of ApplicaUon Onty) Reroo/s if shingles Sewers SeMce Upgrades A/C Fences(PIotlSurvey/Footage) Oriveways-Not over Counter if on public roadways.,needs ROW City of Zephyrhills BUILDING PLAN REVIEW COMMENTS -- '� Contracto omeowner: �r � `— �� v Date Received: / _ ,[� _�� (�� site: -� . �� '� � .�,�r� vl'� Permit Type: , / �7 � ;��, , � �' � �' "� _ G'G��EUn� Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. Kalvin Switzer–Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) � � . . � � ,: � ��N 1� d � .. � . ! � � f �-�� "'�� ,�� ,�, � a ,. � , ,� �:.�;� �� q �'*�� ,,. �j' � � '� xd�i4�?#�� a,� �4'� ' .. � � � �Y � �A � �,� �i . .a ^�... � � �.��_ f �, flA�''� „ �� } � � � .,., . '� "� _ �:-� .^ � % ', , u ,` r vf}' � ' - . �� . aq aF a�EC , ....� �, . �, .. "'� � � rt � r� y�' +�y� "�� #�'� ^,�.h�� r � ��}., F. '"� � � � j`. � �� i a� �� '��: _ � ,. ,� '� . �, � .. <; ,.. �• �a�: ;y�;,: - �x 1'. � ..# ��' .y�,,,. � � .� 's�� . � � � ; ,. �� 7��^� u .,� a. ,� �. � . : �.a.:..: ' , �`'°'*..+. � ! � �- � � � �'. � ; �' � i: �� ..:lF�-,:,....,. � ,�.° ` ��. .� ,yw�' � ��'� "`�_ ��• ��, �. �;.; ,�� x� � _, �� ,F�-. �- � ��,. � �,�,�� _ : ; .•° � ,�" .�� , ,� „•� � _._ - „ . � . � r.„� .� ,,. .r � � � � � � �t, vM� � r t � "�' �� " 5 �. ._,. _ _. " .. � .... :. . �«. "�qYr.* . ' .. �„ �,. ' � �,. . . '" s: � _ ! ' � � d . . �. .., . . � �+«.. -. 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Central Testing Laboratory �� . _ . . ,�� ,y_ .. . . . . �tgir►eerlt�g S.Materla{s TesHr�g .. � • Reply to: � Inv�rness �� August 16,20I3 � � I Del &Zflch aricla Inc. � Y � )� P.4.Box 937 L�to,FL 34460-0937 (352)527-032b Subject: Bus Stop Imp�ovements Pes�o Couiriy.Flor�da CTL Pioject Na. I381154.100 Dear Sirs, As reques�d,Ce�tral Te.atinB I�aboratorY(CTT,)has been pz+oviding matariala tiostmg aervices for tiie abovo ref+aros�edproject. B�clased you�vitl$n$n�d tl�rosu[tg of the fiesdngpetPaaned.The tesdng v�nas pa�formed in general acc�rd�oe with the pcocednre.s stated om eaah docu�t. G"TL approcistes t1�e opp�fimity to�ovide our aa�vicxs oa this prnject. 3hould you have aay► quastions ooncerning t�ese rcparta please da nEOt hesitafie to oontact ourInverness affiov at{352)726- 6447.by fax at(352)726-63$S ar by e-mail at invarnesa�ctlfl.com. ��. Reepectfully enbmitted, ,�;; '::;::;-.• f• .�•. •- ':•. K �� {.7'� �, � � �� • `• " .r.�� a � � � � ' �� Tea�y D.Bland T ,E;� '; �9 M�Ba .p�� •-' 4 '. Fldti o,.48?�4; .��,� �ao .. �cloaures: Proctor Test 7-22,7 26 De+naity Ti�ds 7-22,7 26,8-02,8-i3 ca: File TDB/tap 5400 5. Florida Avenue l 30 Sate6tte Ct. Sumter Counry Maripp County lmrerness,FL 34450 LeesM�rg, Ft 34748 {352) 793-31 IO (352)6Z2-1186 {352) 716-6447 (352) 787-1268 � T'his document shaM not be rcproduced,exce�M rua,wuhoue�or w�xcen approra�or c��r�eirffi�eboraeor�,irK. �`� Centra! Testing Laboratory ��o�� PROCTOR TEST REPC)RT ciient: Daly�t Zilch(Florida),Inc. Date: July 22.2413 Project: Bus Stop Improvements CI7.Prn3�ct No.: 138]154.1� l.ocatiw: Group A-Z t►s.teri.�ues��tption: Light Brownish C3�rray Sand w/Rock Mix 10yr 6!2 AASATO T 99,STANDARD PROGTQA Test 3�t�dard: AASHTO T 99: X AASHTO T 180; MaEhod A ASTM D 698: ASTM D 1557; Mcthod C Moistnre Densitr RelationaLlp 1�l.� 1M/.0 i � � � fAi,� � �1ld.0 � lA4.i 1�.1.0 i7i 47i lt% 117i 13'1i I3% 1�% Te�ewt INdMa+e • Daa Poiob •—�tre Ftt � io6.s u�Mo�a�: i�.a� Remeuks: Pasoo County 'This test was p�rmed in ac;cotdsace with tl�e above refercaced test pzocx�iure. ( � i � i I � Central Testing Laboratory �,��►�,�.,,� PROCTOR TEST REPORT �u.ti►t: naty e�z�ich��oria��,�n�. n.ts: 3uly 26,2ois Pro)ect: Bua Stop Lnprovetnents CTL ProJect lYa: 1381154.I00 Locatbo: C3roup A-Z MaterW D�criptton: Pele Snown Ssnd 1Qyr 6/3 AASHTO T 99,BTANDARD PROGTOR Test SYandard: AASHTO T 99: X AASHTO T t 80: M A ASTM D 698: ASTM D 1557: Method C Mo�ture Desslty 8el�tbn�bip 1�6.4 1�3.i � f04.A �IqA g 102.� 1�1A iN.� Y% !N� 1l9fi U!i 19% Ll% 11% Ptrea�tM�Wut+e • AI�Fbi�b --Crne RIt MeximUm : 103.5 bJfl� MoiStuce; 11.5°Yo � R�marlcs: Pasco County This teet was p�foxn�ed in� � wIth the sbove r�f�:ed test proadure. Cen�ral Tes�ing L,�boratory �s�=�� .. . .Y� .y . . .. . .. . . .. ., .... . . �lf,�'�+;j�;a.. � t a;ry` .. . :� � � .oPy.^ _ •'�}`. ,.S�,r:.. ,a f' R�I�I t0: EnglneeHng 8.Materfals Testing _,:��•:ti., ;� .. 1M/ERNE88 REPORT OF SOIL DEN8ITY BY NUCLEAR METHOD ASTM D�922 GlIENT: Daty 8 21kfi(Florfda), lnc. � ADDRES8: F'.fJ.8ox 937 CITY�STATE,ZIP CODE: Lecanto,FL 34A60-0937 DA'1'E OF FIELD'FESTS: Juty 22,2013 JOB LOCA'fION; Bus Stop Improv�emeMa AREA COVERED BY TEST: Building Pad C"R,PROJECT NO.: 1381154.100 5.S LB RAMMER AND 12-IN DROP AASHTO T-99(STANDARD PROCTOR) I�RCENT LAB PERCE�IT FlELD TEBT LOCATIOt� I ER�NAL OPTIMUAA DENST( FlELD DEN8ITY D�E�tTY MOIS7URE Iball�S N1�18TtJRE b�Pt3 Pr6,Cen6er 0-12° 11.0 106,6 7.3 406.1 86 ,Carder a'!2" 11.8 108.6 8.1 106.3 D9 ,Cen� a12" 11.0 108.6 8.0 104.8 98 /�hi,Ce�ef 0-12' 14.0 106.6 6.8 101.8 96 29,Cenier 0-12" 11.0 i0B.5 8.8 105.4 9a 19,Cer�er' 0-12" 11.0 108.5 8.4 106.0 98 M22,Cer�teir a72" 11.a 106.6 7.3 101.7 66 18,CenO� 0-72' 11.0 108.5 7.0 104.8 68 REAl11►RK3: Pasco County "Denstty feiiled to meed minimum Prvled requirement FlElD TECHNIClAN: JG The abovs E�wera periormed and reported In aoc�ordar�ce wRh the referenced AS7M spedAcetlona. � � I 5400 S. Flor�da Nv�nue 130 Sa�tel[Ite Ct. Sumter County Mation Gounty Irw�emess, fL 34450 i_eesburg,FL 34746 (352� 793-3i!0 (352)622-I iB6 (352j 726-6447 j35z) 787-I t68 ;-.� This documeM shall not be reproduced.e�xept In hdl�w1N+out prtor wrltten spproval of Centrel TiestLtig Laburatory,inc. (',.:,� Central Testing Laboratory ��z�� . . .,,-...... �v� _ , :ri �ag��,-- �� ' ,-�,.� • . �- •_• .- � �' .r.. .r.� , EnglneeNng 8.Materlals Testittg, °�'"��~'.:f°.a�' R�Py to: .. ,€,?,,,�•. . � INVERNE38 REPART OF SOIL DENS{TY BY NUCLEAR METHOD ASTM D 292� CLIENT: Daly�Zflch(Floricia),�nc. ADDRESS; P.O. Box 837 CIY'Y,STAl'E,ZIP CODE: LecaMo,FL 34q60-0937 DATE OF FIELD TE9T3: July 22,2013 � JOB LOCATION: 8us 5top Improveme�s AREA COVERED BY TE8T: Bufkifng Pad CTL PROJECT NO.: 13B1154.90Q 5.6 LB RAMMER AND 12-IN DROP AASHTO T-99 (STANDARD PROCTOR) PERCENT LAB PERCENT f�ll3 TEST LOCA710N �� OP'1'IMUM DENSITY FIELD DEN8ITY �s� �oisru� aan3 Mo�sru� ib.n�a a-�,canter a�r ��.o �oB.s s.s �oa.7 ea f►-22,Cer�er U-12" 11.0 108.6 7.9 104.4 88 REW4WCS: Peeco CouMy "Reteat 3ndicates mfNmum danaity roquirement was obtained. FIELD TECHNICIAN: JG The above bes�were periormed and rapabed In ac.cordenoe wNh t�e re4�ere�oed A8TM apec�icallor�s. 5400 S. Fbrlda Avenue 130 Satellits Ct. Sumter County MaHor�County Invemess.FL 3eLdS0 Leesbeug FL 34748 (352) 793-3 I t Q (352)622-t 186 ' (352) 726-6447 (35Z) 787-I 2f�8 � rnis documer,t snax eoc be reproaucaa�e�ocept In run.w�enour prtor wr�aen e ai or cenrral `''~ � PP►o�' T�sNnB LaAoratory,hx. C._,�� I I � Cen�ral Testing L,aboratory EB 000240T . . „ , .,..._. :,;°�;�:�3:.�+.:., ,�*::�... . _ ... _ . Englneerlr�g 8.Mater{als Testing . �, ,�.�� - ;�,. Repty to: ��' rT°'. •�! �M/��gs REPORT OF 301L DEN3tTY BY NUCLEAR METIi�D ASTM D 2822 CUEN'T': Daly&2�Ich(`forfda)�Inc. ADDRESS: P.O,Box 937 CITY�STA'TE�ZIP CODE: Lecant0,FL 3446aQ�937 DATE O�FIELD TES1'S: July 26,2013 J�B LoCA7toN: Bua Stop Improveme�ts AREA COVERED BY TES7: Building Pad CTL PROJECT NO,: 9381164.900 S.5 LB RAMMER AND 12-IN DROP AA3HT0 T-99(STANDARD PR4CTOR) PERCENT LAB PERCEI�1' �IFt.D '1'�S7 LOCATfON IN7ERVAL �PTIMUM DE'NStTY FIEL.D DENSITY �i'1'Y 11015'[11RE Ib�/R� MOISTURE IbslRB -3,Center 0-1�" 19.� 106.6 52,2 1Q�.4 98 24,('.e�er 0-12' 11.5 103.6 8.2 10.9.0 100 14,Cen�er 0-12" 11.0 106.b $.0 104.8 98 45,Csnler 0-12" 11.0 7G6.6 7.4 104.6 98 18,Csr�er a12" 11.0 10d.b 6.8 106.8 89 14,Center Q12" 11.5 103.5 8.1 1Q9.4 100 RE�AARKS: P'ssco Gouniy FfEtA�'ECHNlICIAM: JG 71+e abov�Msba were pe�formod and reported fn a000rd�roe wHh the reteranced A.STM�do�s. 5400 S. Florlda Avenue l 90 Satellke Ct, Sumter Cowity Marfon Cdunty Invemess, FL 344'S0 Leesburg, EL 34748 (352) 793-31 I� (35l}62Z-I!86 (3S2) 726-6447 (352) 787-12b8 This doa�merY sh�►U hoc be rcprodUCed�bocept M fufl.wltfiout prtor wrkten approval of Central 7esrir�g Labora�ory,Irx. f' i- s i tist•.l Central Testin� Laborafory EB�z4o� . .w.�... .. .,_ .�... .:, - . . . . i.,r »•'A�� t�:.M� d ;, `-9w�'• EnglneeNng b.Materlals Testlng : .' ��; ! Repiy to: ``+. , � IM/fRNES3 REPORT OF SOIL pENStTY BY NUCLEAR METHOD ASTM D 2922 CLiENi': D�ly&Zilch(Fbrida),Ena. ADDRES8: P.O.Box 937 CITY,3TATE,7JP CODE: Lecsnto,FL 3446U-0937 DATE OE FlELD TESTS: August 2,2013 JOB LOCA710N: Bus Stop Improvements AREA C01/fRE�8Y TEST: Bt�ldinp Pad CTL PROJECT NO.: 1381154.100 5.5 LB RAMMER AND 12-IN DROP AASHTO T 99 (STANDARD PROCTOR) ' �,� PERCEM' I.AB PFRCENT fIE �� TES'E LOCATION �� OPi'IMUM DEN8ITY FlELD DEN817Y �$� IN018TURE lb�lft3 NWI8TURE bslft3 ��,cer,� a�� +�,6 �os.6 �2z �aa.b ae �o,csn� a�a ».� �os.s �.o �04.8 9e ,Csry6er 0-12° 11.6 109.6 7.6 101.4 98 .Cer�ter 0-12" 11.0 106.5 6.8 106.0 99 ,Ge��tet 0-12' 41.b 108.6 1fl.2 1W.8 OB REAR14RIC8: Paeoo Cottnty FIELD TEqiMCIAN: ,i� 71�e above teqs wers perforrrisd and repqled In a000rdanae wltl►tfie rioFerenoed ASTM specnlcetlone. i � 5400 5. Fbrlda Avenue I 30 Satdllte Ct, Sumter County Nlarlon Gounty Inv�erness.FL 34450 Leesburg, Fi.347A8 (352) 793-3 I f 0 (352}622-t 18G (3S2) 726-6447 (35Z) 7$7-1268 ... . Th1s dowment shall not be reproduced.e�acept In fuU,vNthout prlor wrltten ap�xoval of Gentral'I�stlr�g laboratory�Inc. ;:�� I I Central Testing LaUoratory ��Z�� . .. .., , . _—�;,.;� .�o�.�_. .. . . . . ,q, _ 'k��s` � . . - .i Er�gineering 8.Mate�iats Testing ' r,:,�:��::;-.�' Reply to: .•:'� ' 'r 1NVER1rE3S REPORT OF SOIL DEN3ITY BY NUCLEAR METHOD ASTM D Z922 CLIENT: Daly 8 2ik;h(Flo�ida),Inc. � ADDRE8S: P,�. 6o�c 937 CtTY,8TA'I'E�ZIP CODE: Le�, FL 34480-0837 DATE OP�IELD TESTS; Au�ust 93,2013 JOB L�CA�ON: Bus Stop ImprnvemeMs AREA COVERED BY TEST: BuYding Pad CTL PROJECT NO,: 1381154.100 6.6 LB RAII�MER AND 12-fN DROP AASHTO T-89 (8TANDARD PR�CTOR) PERC�TIT LAB PERCENT FI�Lb TEST LOCA'f'ION T� OP7111AUM DFNStTY FIELD pENgRy PERCENT 1NTERVAI. N018TURE bsMta M018TURE 16s1R8 DENSITY � 0-iZ` 11.6 103.6 3.2 101.4 98 25,CanEer 0-72" 11.b 100.6 4.6 1026 9Q B,Cenber 0-17' 11.0 10a.b 8.0 106.8 99 2�,ceMer a�r �t.o aoe.s a.o �os.� ee � a�.N.Pad,ce�er a�r ��.o toe.5 � �a.e es s,s.�aa,c�nter a�r ��.o �oe.s s.o �os.a es �-�.ce�,m� a�r ia.s �os.s e.� �o�.a � e-�e,c�,rer a�r 11.s �a3.s ao �w.e �e s-zo,c«� o-�r ��.s �ai.6 �.o to�.a ee &22.flsrMer 0-12" 11.0 108.5 6.8 104.4 68 B»21.Cet�ber 0-12" 11.0 906.6 B.0 104.9 98 REIIAARMGB: Pa�co CouMy FIELD 1'EGHNICIAN: JG The e�bove leete we�e pertarnee end repor�ed ln aocordsnoe wfM�IM retsrsnoed A6TA1�edihxHans. 5400 5. Ftorkla Avenue 130 Satetllte Ct. Sumter County Mari�n County Invemess,FL 3d450 Leesburg, FL 34748 (352) 793-31 I 0 (352)622-f 186 (352) 71fr6447 (352)787-I 268 This ctocume�r shall not be rcprodueed.ezcept Irt fuli,wlthout pAor writtrn epproval of Central Testk�g LaboratorX Inc. Y 7 Central Testing L�boratory EB 0002407 - - � -- :.� � . .. . . - � • ' � �Py to: Englneering b Nlate�lais Tesdng - ' Invarness Auguat 34,2013 Daly 8t Zilch(Florida},Inc. P.O.Box 937 Lccanto,FL 34460-0937 (352}527-0326 Subjcct: Bus Stap Tmpa�ov�meats P$sco County,Florida G"TL Project No. 1381154.100 Dear Sirs, As requested,Cantral Testing Laboratory(C11.)hes be�providing material�testing s�tvices for the a6ove rsferenced p�oject Faclaged you will find the reaulta ofthe testing paformed.The tssting was parformal ib geaierel accordance with t�e proc�duc�es stated on eaah documa�t. CTL appreciates the opAortunitY w provide �ur servicxs on this project. Sh�nld you have say quesrions con�theae reports please do not hesitate to coN�et our Inveraesa office at(352)726- 6447,by fax at(352)726-6385 ar by a�mail st invern�ctifl.com. ��3' {i .:,►. • Res sub�nitbed, -i�� ... ,, � , : �' ' �� ' ''�� %' � ��.��Q � • r � f� • Terry D,B1ead ,• Laboratory ManagGr � � y �,° . : , , �021 Qr,�}�a� ' /' . �� . f;��'�{ 8 enclosures: Proctar Test&15 R De�ttyTests 8-15,8-20,8-26 i I cc: Filc g TDB/tap 5400 5, Florldu Avenue t 30 SnteOke Ct. Sumter Caunty Marion County lnvemess,FL 3445� L�esburg, FE.34748 (352) 793-3 f 10 (35Z)62Z-[186 (352) 726-6447 (352) 787-(Z68 Thls ctocumern sMll not bo rcproduced,except In fuH.without p�for wrltten approva!ot C�eneral TesNng I.eiborntorx Inc. �~� � , Centra! Testtng Laboratory �� PROCTOR TEST REPURT c�kpt: n�ty�z��;aa�,r��. n.��: A��r 2 s,2013 Pro�aet: Bus Stop Lnp�'ovemente C7'L ProJ�et No.o 1381154.100 Loa�tion: Group A-Z Msterial Dacrlptba: DaClc C3ray$aad l0yr 4/1 AASHTO T 99,STANDARD PROGTOR Test StAnd�rd: AASHTO T 49: X AASHTO T 180: Method A � ASTM D 698: ASTM D 1557: Med�oci C Moistore Dan�Ity Relatb�hig i u.o t�.e � t�a.o a � �io�a , ��.o ios.o ex 9x io�c �ix � �:x »K �<x Peneat Mai�hrc • Oaa PN�u -�—C1r�a Pi� MaximuYn Dcnsi ; 108.0 (lb/ft3 timum Moist�+e: 11.Q9'o Retnarlcs: Pesoo County This test was perfornied'm ecxardanae with the above re&renccd test procedtu�e. ! � . I Central Testing Laboratory ��Z4o� . ..,.. �. .�- ,�t.e'�-..✓�".d5�w� r i,_�;� . . �• .. • Englneerir�8.Matcriats Testfng �N t� E1. ��; Repy to: Y .;ti i' • tM/ERNESS REPORT�F SOIL DENSlTY BY NUCLEAR METHOD ASTM D 2922 CUENT: Dafy 8 Zilch(Fbride), Inc. ADDRESS: P.O. 8ox 937 CITY,STA7E,ZIP CODE: Lecanto,FL 34480-0937' DATE O�FIELD T�STS: August 16,2013 d08 LOCATION: Bus Stop(mprovements AREA CONERED BY TE9T: Building Pad CTL PROJfCT NO.: 4381154.100 5.S LB RAMMER AND 12-IN DROP AASHTO T-98 (STANDARD PROCTC�R) PERCEN'i' CA8 PERCENT FlF�D TEST LOCATION �r OF'7�ilUN DENS1'fY FIELD DENSI'IY P�� IM"ERVAL MOISTURE ibN(t8 M018TURE IbsM�B QENSI'1'Y &i,8outh Pad,Cor�br 0-72" 11.0 108.0 7.6 4fl7.4 98 B-1,Nor�►Pad,Cer�ter 0-�2" i1A 1a8A 8.0 107.9 100 &16,Cerder 0-12" 11.Q 108,0 8.1 108.8 9D &!7,Cer�ta' 0-12" 11.0 108.0 7.4 106.9 99 e-a,c�noer a�r ��.o �oa.o e.o �m.e �oa a-��,c�,ti.r a�r 11.o ao�.o �.� �crr.o se e-ia,cen� a�z■ �i.o �oe.o a.o �oe.� 9e e-�z.ce�er a�r� ��.o �oe.o aa �06.� � RENdARICS: Pasco county flEL.D TECHNICIAN: J� The above oeets were periwmed and repo�led h18CCOPd9f106 M/19'11Fte feftll'81'ICEd ASTM 6p6dflC8U0116. 5400 S.Flodda Avenue }30 Satellfte Ct. SuTter County lVlaripn GpUnty Imrerness, �.34450 Leesburg, FL 34y48 (352) 793-3110 (352)622-I 1&S (352) 7Z6-6447 (35Z) 787-1268 Thls docnrnent ahaq not be reproduced,«cept in tuA.without prbr written approv�l of Centrai Testltg Laboratory,in� i�:� � r Central Testin� Laboratory ��Z�7 .....-. -._. •...L _ ��i`.. ;,�_ ' ��!M.�.. � �.• � . . .. .�ti' Englneering E.Materlals Testtr�q . °,.�'�,:;>,4 .�� Rrnb to: � ENNERNESS REPORT OF SOIL DEN8ITY BY NUClEAR METHOD ASTM D 2922 CUENT: Daly 8 Zllch(Fbrida}, Inc, ADDRESS: P.O.Box 837 CITY�8TATE,Z1P CODE: LecaMo, FL 344$a-0937 DATE OF FIELD 7ESTS: August 20�ZO'13 JOB LOCATION: Bue Stop Improvemetrts AREA COVERED BY't'EST: Building Ped CTL PROJEC7 NO.: 1389154.100 5,5 LB RAMMER AND 12-IN DROP AA8HT0 T-99 (STANDARD PROCTOR) PERCENT LAB PERCENT Fl�I..D 'TEST LOCATION �T OPTI�IIt�A D�N$ITY FiELD p�S�y PERCENT INTERVAL MOISTURE b�/R8 M018YUFZ�e �lft3 DEN8RY 2,Cerite� Q-12` 1f.0 108.6 10:6 106.9 98 7,CeMer 0-1 Y t 4.0 106.5 8.7 '!0T.6 101 -10,Cer�let 0-12" 11.0 106.5 14.8 106.4 9B R�IAARFC8: Pasco County FIELD TECHNICIAId: BB Tha abow 1esEs w�sra pe�form�d and neporMd in aocadence wqh the referenoed ABTM spedAa�o�s. 5400 S. Florida Avenue 130 SatelUte Ct. Sumter Courrty ly4arion CouMy Inverness, FL 34450 Lersburg, FL 34748 (35Z) 793-31 10 (352)6Z2-1 186 (352) 716-6447 (352) 787-1268 Thls docunent ahaN�ot be reproduced�txcept in full.wlthout prlor wrltten approva!of Cent►al Tesdng Laboratory,lnc. �+i �'.,v ,. Central Test�ng i.�bor�#ory Eg�Z�7 .,... .,�... ,, ,.�r:-;�,:�,��;�� _- - ��: . . . Englneering 8.Materlals Testing �;��:i ;�t; t. Repy to: ' .•4' i ,�, ��L� REPORT OF SOIL DENSlTY BY NUCLEAR METHOD ASTM D 2922 CtJENT: Dary 8 Z�ch(Florida),tnc. ADDRE8S: P.O.Bax 937 CI'TY,8TATE,Z!P CODE: Lecanto, FL 34460-0937 DATE OF'RELD 7E8T8: August 2B,2Q13 � JOB E.00ATION: 8us Stop improvemer�#s AREA COVERED BY TEST: Buildi�Pad CT�PROJECT NO.: i 381154.100 5.5 LB RAMMER AND 12-IN DROP AA8HT0 T-99 (8TANDARD PROCTOR) PERCEM' U1B PERC�NT FIELD TE8T LOCATION �� OPTIMl1�il D�ISI'I'Y F�L.D DENSI7'Y P�RCENT iNr�vni, �asru� �rrta �wois�v� tb.�cs oeNSmr cerner a�r ti.o �oe.o �u �oa.9 �e i I R�AAAR�ts: Pasco Couniy FIELD 7ECHNICIAN: JC3 Tt►e aboMe�eets Mrere pe�tortned and repor�ed in a000rdenoe wNh U►e referonoed ASTM epeai�oetlone. 5400 S. FbNdx Avenue 130 Satelllte Ct. Sumter County Marlon County Inverness, FL 34L50 Leesburg, FL 34748 (352) 793-31 k0 (35Z)6Z2-I 186 (35Z} 7,Z6-644] (35Z) 7$7-[268 This documenr shall not be reproducxd,e�ocept ln hdl.wlthout prlor wrktan appravat oF Gentral Testing Laboratorx Inc. �; �}.� Central Testing Laboratory EB�� r_- . ' �� Py to: Eng(neering b.Materials'festlng .::s��?.u..;:�"'-�. Inveine.ss 3anu�ry 1 U,2014 Daly 8t Zitch(Florida),Inc. P.O.Box 937 I,ecanto,FL 344b0-0937 (352)527-0326 Subject: Bus Stop Improvements Pasco Cou�ty,Floricla CTL Project No. 1381154.100 Desr Sirs, As reqvested,Centcal Testing Laboratory(C"FLj has been providing materials t�sting servicxs for the above referenced project. Enciosed yon will find the results of the testing ped�rmed. The testing v�s peiformed in geaeral accoc+danoe with the procodures s#atied on each documeu#. CTL app�rxiates the apportunity to provide our sorvices on this pTOja�. Should yo� hav�e any questions conccrning these mpc►rts piease do not hesitate to contact our Inverness office at(352)726- 6447,by fa�c st(352)7?6-6385 or by e-mnil at invernessQctlfl.com. Respcctfully sabmit�ted, ,a a��'�-�Q � � � � � . � Tctry D.Bland �" , � .'�; 1..iaWl'aWry"„^"^OCX' �• y � � q 1 ��n� Q (� � / .. , r 4�, �+,� enclosut+�s: Density Tosts 12-20, i 2-2fi, 12-31, 1-03, 1-06 � t�n`-�i'..' cc: File TDBhap 540d S. Florida Avenue t 30 Satelltte Ct. Sumter County Marton Cat�ty Irnremess, EL 34450 Leesburg, FL 347A8 (352) 793-3I t p (352)622-1186 {352) 7Z6-6447 (352) 787-1268 Thfs document shall not be rcproduced,ezcept[n full,wttfiout prior wrkten approval of Centra!Testing Laboratory�Inc. , Central Testing Laboratory Eg��o� ... .. _ ,,,��,g� ..... . . Engineer[ng 8.Materlals Tesdng .ss s, 'i,6 ,� . t�`�' Reply t0: s,�`�''-�. � INVERNESS REPORT OF SOIL DENStTY BY NUCLEAR METHOD AST�if D 2922 CUENT: t7ely 8 Talch(Fbrida),Inc. ADDRESS: P.O. Box 937 CITY,8TATE,ZIP CODE: Lecanto, FL 34480-0937 DATE OF FlELD TEST3: Deoe�nber 20,2013 JOB LOCATlON: Bus Stop Impr�avemer�ffi AREA C4VERED BY TEST: A 23, 6uliding Pad CTt PRCJECT NO.: 1369154.100 5.5 LB RAMMER AND 12-1N DROP AASHTO T�88 (STANDARD PROCTOR} PERCENT LAB PERCENT FiELD TEST LOCATiON �T OPT�AUN DEN8ITY FlELD DENSITY PERCENT INTERVAL MOISTURE Ib�ltt3 MOISTURE 1bsHr3 DENSITY Driveway Apfon tor BP C38d$talion a12" 11.0 108.5 4.4 107.4 101 REMARKS: Paeca County flEED TECHNICUW: El. The above 4�1a were periorrnsd�nd reporled in aooadance with the refarenoed ASTIIA 9pecilic�tior�a. 540d S. Fiorlda Avenue 130 SatetRte Ct. 5umter County Marbn County Irnrcmess, FL 34454 Lttsbu�, FL 34748 (352) 793-3 f I 0 (35l)622-1186 (352) 726-6447 (352)787-l268 This document shall not be reproduccd.ezcept En luN,wtthout prior written approval of Cenaal Testing Laboratory,Ix. CentraI Testin� l.aboratory ��7 ... ..., r, „n,,,..�� ' � a,t ' �IIEC'flTl$8,lV�dtL'f�d�S TCStirlg a#,�;. ,"�.x' RCply t0: f �M/ERNE8S REPORT OF SOIL DENSITY BY NUCLEAR METH�?D ASTM D 2922 CLIENT: Daly 8 Talch(Florida),Inc. ADDRESS: P.O. Box S37 CI'TY,STA7E,ZiP CODE: Lecanto, FL 34480-0937 DATE OF FIELD TEST3: December 28,2Q13 .i06 LOCATION: Bus Stop lmprovements AREA COVERED BY TE3T: Building Psd CTL PRO.iECT NO.: 1381154.100 S.5 LB RAMMER AND 12-IN DROP AASHTO T-99 (STANDARD PROCTOR) PERCENT LAB PERCENT PIEL.D 7ES7 LOCAI'ION �� OP'T1MUM D�NSRY FIELD DENSITY pE�� MOISTIIR� Ibsf1�3 M0187URE IbNft3 7,West Side of Pad a17' 11.0 106.5 8.2 1Q2.7 88 &23,Fast Side of Ped a�E2" 11A 106.6 4.7 103.4 97 REMARKS: Paaoo COUnty FIEL.D TECHNICiAN: .FG The abava bsts wene pertormed�d roported in aocor+danoa wflh�e teEenenoed/1S7'M�ons. 5400 S. fbrida Avenue i 30 Satelllte Ct. Sumter County Ma�lon County Irnemess, FL 34450 Le�sburg, FL 3474$ (35Z) 793-31 l 0 (352)62Z-I 186 (352) 726-6447 (352) 78T-1268 .- This document shall not be reproduced,a�cept In futl,withous prior wrkten approvai of Central TestM�g Laboratory,Inc. • Central Testing Laboratory EB�Z�o� _. ....#�::�:,. ��. . . . i °'� Repfy to: Fngineering 8.Materlals 7esting ;sF;�;�.,��;�, . . INVERNESS REPORT OF SOIL DENSITY BY NUCLEAR METH�D ASTM D 2922 cu�Kr: r�ary s�zic►,{F�orwa), En�. ADDRESS: P.O. Bax 937 CITY,STATE�Z!P C�3DE: Lecarato,FL 34460-0937 DATE O��IELD TEST3: Deoember 31,2013 JOB LOCATION: Bus Sbop Improvemen� AREA CQVERED BY TEST: Bus S#op, Pipe BadcflN C11 PROJECT NO.: 1381154.100 5.5 LB RAMMER AND 12-1N DROP AASHTO T�9 �STANDARD PROCTOR) PERCENT U48 PERCENT PlELD PERCENT TEST LOCATtON TESt DEPTH OPTIIYIUM DENSlT'Y FlELD DEN8ITY �� MOISTURE Ib�l/t3 NOl8TUI� bdit3 B-21,W.Side of Pipe,1st UR 12" 11.0 108.5 7.8 104.3 8B &21,E.Side of F'ipe, 1st L3ft 12" 11.0 106.5 8.7 100.8 �7 &21,W.�de ot Pipe,2nd Uit 8" 11.0 108.6 5.8 104.6 96 &7,N.SidedPipe,1stl.i{'t 12' 11.0 108.5 102 704.4 98 B-7,S.31de of Pipe,lst Lift 12` 11.Q 106.5 9.4 104.8 98 B-7,N.Side of Pipe�2nd LfR 8" 11A 106.5 7.0 106.4 98 I�MARKS: Paaco County FlELD TECHNfC1AN: JG The above tests w�e►e perbrmpd and rspotMsd in a000ndanc�e rvith the reFerenced ABTM apecif�ation�. 5400 S. Florida Avenue 130 SateHite Ct. Sumter County Marion County Inverness.FL 34450 Leesburg, FL 34748 (352) 793-31!0 (352)622-I 186 {352) 726-6447 (352) 787-1265 This docum�nt shall not be rrproduced,except in full,witfiout prlor w►Itten approva}of Cerntal Test�ng Laboratory,lnc. Centr�l Testing Laboratory �B�Z�� . . . _ �,�-.�� . '��'X E�ineering 6,Nlate�iais Testing '',:��.` .�,_.. ltepfy to: INNERNE8S REPORT OF 301L DENSITY BY NUCLEAR METHOD ASTM D 2922 CLIENT: Daly&Zilch(Fiorida), I�c. pppREgg; P.O. Box 837 CITY,BTATE,LP CODE: Lecarrto, FL 34480-0987 DATE OF fIELD TESTS: Uecember 31,2013 JOB LOCATIDN: Bus S�p Impmvement�s AREA COVERED BY TEBT: Bus Stop, Pipe Backfllt CTL PROJECT NO.: 1381154.100 5.5 LB RAMMER AND 12-IN DROP AASHTO T-�9 {STANDARD PROCTOR) PERCEN'f LAB PERCENT PIELD ��M. 7'EST LOCA710N TES7 DEP?'H OPTIIYlUM DENSIIY FtELD DENSRY ��.rc MOISTURE Wsll� MOISTl1RE Ib�fl�3 e.zo,E s�deo��e,7atLHt ar ��.o �oe.a �.4 104.6 es &2D.W.&ide of Pfpe,lst Utt 12" 1'E.0 106.5 10A 104.4 98 &Za W.Side of Pipe,2nd Lift 1Z" 11.0 106.6 T.0 106.7 98 &20,E.Side of Pipe,3M Litt 12" 11.0 106.$ 8.2 144.4 98 &20,Top of Pipe,4t�LHt 17' 11.0 106.b 5.7 9fl6.0 9� &18,E.�de of PIpe.lst Uit 12" 11.0 108.5 7.4 1027 96 &18,W.8ide of Plps,1st 1.ift 12" 11.� 106.5 6.7 1020 96 18,E.Stde oE Pipe,2nd L.i1E 12" 11.0 106.5 4.8 104.4 98 RElYIARK8: Pasco CouMy FIELD 7ECF�IICUW: JG The above bsts wera perfiorrtied and rbporbed in acx:orda�ce v�t tlie reterotxxd A8TM epeciflcatiotte. 5400 5. Florida Avenue 130 Sateltite Ct. Sumter Gounty Marion County Inverruss, FL 34450 Leesburg, Fi.34748 (35l) 793-3 i 10 (352) 622-I 186 (352} 7�t6-6447 (35Z) 787-1268 . Thts document shail not be reproduced,except in full,without prior w►ttten appraval of Central TesHng Laboratory.inc. Centr�l Testing l.aborafiory ��Z�� _ .. . . .. �,{,.,.,;��; • ,�,.,: - �. r- Ersgineertng 8,Materials Testing . 'k��;��_;x r°= Repy to: ENV'ERI�IESS REPORT OF SOIL DENSiTY BY NUCLEAR METHOD ASTM D 2922 CLIENT: Daly&Talch(�lorida),Inc. ADORESS: P.O.Box 937 CiTY�3TATE,ZIP CODE: Lecanto,FL 34460-0937 DATE OF FiELD TE8TS: January 3.2014 J09 LOCA710N: Bus StAp[mprovements AREA COVERED BY TEST: Bus Sfinp/�23,Sidewalk, Inb�section of LiEda Road 8�Ridae Road CTL.PROJECT NO.: 138115�d.100 5.5 LB RAMMER AND i2-IN DR�P AASHTO T-99 (STANDARD PROCTOR) PERCENT L.J1B PERCENT FlELD TE$T LOCATlON �� OPTtlIAUM DENSITY FIELD ��m DE�ITY MOlSTURE Ibs!(�9 MOISTtJRE bsl�l8 50'E of t1�e�sectlo� a1 T' 71.5 106.5 3.2 101.4 96 REiAARFCS: PS8C0 COUMy FIELD TECHNtC1AN: EL The abave lests wdne parformed and neporbed fi aocordenoe wMh�e refer�enaed K31'AA speciflc�ions. 5400 S. Florida Avenue 130 Sateltite Ct. Sumter Cour�ty Marlqn County Invemess, FL 3d450 i.e�sburg, FL 34748 (35t) 793-31 S 0 (352)622-I 18b �3sz.) 7as-baa� �3Si) �s�-�26s r TAis document shall not be repro�ced,nccept in fuN,without priw writt�n approval of Central Testing Laboratory,1�. �, . Central Testing laboratory EB�Z�� .... . . .:�-�� .�, . E.rwgineering 8.Materlals Testing '~ , ' Repy to: ;s.�•:<ti:�. (�E$$ REPORT OF S�IL DENSITY BY NUCLEAR METHOD ASTM D 2922 CLlENT: Daly 8�Zllch(Fiorida)�Inc. ADDRESS: P.O. Box 937 CIiY�STATE,ZIP CODE: Lecanto, FL 344$0-0937 DATE OF FIELD TEST3: J�nuary S,2014 JOB LOCATION: Bus Stop Improvements AREA COVERED BY TEST: Bus Sbrap A 2�,Wr�t Driv�eway Apr'o�, IrrtereecHon of Little Road 8 Ridge Road C1'L PROJECT NO.: 1381154.100 5.5 LB RAMMER AND 1Z-1N DROP AASHTO T-99 (STANDARD PROCTOR) PERCENT LAB PERCENT FIELD 7EST LOCATION �� OPTIMUM DEN81't'Y FIELD DENSITY �� MOISTURE bsltf8 M�ISTURE BP Station,N.Side of W[i�e Rd. p.12" 1i.5 108.b 8.5 1Q7.7 101 I�er�of 1.iltle Rd REAAARKB: Pasco Couniy FIELD TECHNICIAN: EL Ths above lesis wers peAormed and�sported in a000rdance wyh the ref�enoed ASTM sped�tion�. 5400 S. Florida Ave�ue 130 SatNlite Ct. Sumter County Marion County Invemess, FL 3445b Letsburg, FL 34748 (352) 793-31 10 (35l}62Z-1 186 (352) 726-6447 (352) 787-f 268 This document shal!not De reprocluced,aacept tn fup,without prior wAttm approval of Centrai TesNng Laboratory,inc. ~� Central Testing Laboratory EB�� • . .,,��,.�,� �_ . . ... . Engineering b.Matertals TesHng '�; ��, . Repi�'to: Inverness February 20,2014 Daly&Zilch(Florida),Inc. P.�.Box 937 Lecanto,FL 34460-0937 (352)341-4868 Attn:Bud Daly Re: Comp�+essive S�of Concrete Cores Bus Shelter No.A 14,A-15,A-22,A-23,A-25&B-3 Pasco Connty,Florida G"TL Project No. 1381154.100 Dear Mr.Daly: Central Testin8 Laborator3'(CTI-}obtained core specim�ns fram con�crete slabs idmtiified as Bus Shelter Nos.A 10,A-15,A 22,A-23,A-25 and B-3 aad returned to our Invemess office. The core samptes w+ere taken in aocflrdaaoe with the requirements of ASTM C-42, which is tided�g and Testine Drilled Cores and Saw�ed, eams�f�oncnte. The oore spocimens wcn � on December 3I, 2U13 in acco�e wit�the requirements of ASTM C 42. TI�e age of the concrete was unlrnown at the time of te�ng. No reinforcing w�ire mesh was observed in the core semples. The resutts of the test are as follows: Bus SheItez A-10 �r+e No. l Core No•2 Cor�No.3 Uncappad Leng�t of Core 3.94 inches 4.t 0 inclies 3.68 inches Ca�pod I,en�th of Core 4.24 inches 4.23 inches 3.81 inches Diarne�er of Core 3.69 inches 3.69 inches 3.69 inches Ratio of Capped Lengtt�to Dismeter I.I 5 1.1 S 1.03 Cottoctian Fsctor 0.906 0.9Q6 0.906 Totat I.oed 64,190 ibs. 56,010 Ibs. 68,260 Ibs. Compressive Strcngth i�efore Carrection 6,000 psi 5,240 psi 6,390 }�i Corrected Compr�ssive Sirength 5,444 psi 4,754 psi 5,640 psi Average of diree Cores Strer�gth 5,263 psi 5400 S. Fbrida Avenue t 30 Satellite Ct. Sumter County Marion Counry Invemess, FI.344S0 Leesburg, FL 34748 (352) 793-3110 (35l}622-1186 (352) 726-b447 {3S2) 787-l268 This ciocument shaH not be reproduced.�zcept in futl,wklwut prlor wrltten approval oF Central itstir�g Laboratory,Inc. Daly St Z.ilch(Florida),�nc. February 20,2Qi4 Bus Shelter Impravennents Page No.2 CTL Project No. 138 i 154.104 Bus 3heher A-15 Core No•1 �re No•2 �one Nu.3 Ur�capped Leagth of Core 3.76 inches 4.06 inches 3.81 inct►es Cappod Length of Core �.01 inches 4.19 inches 4.d6 inches Diametcr of Core 3.69 inches 3.69 inches 3.69 inches Ratio of Capped I.ength to Diamoter i.09 1.14 1.10 Cornction Factor 0.892 0.904 0.894 Total[.oad 70.710 lbs. 71,290 Ibs. 70,260 lbs. Compressive 3trength before Cornxtion 6,610 psi 6�670 psi 6,59Q psi Corroctcd Compressive Strength 5,900 psi b,OSO p�i 5.870 psi Average of tfirce Cores Strength S,94U psi Bua Sheher A 22 Core No. 1 �No•2_ I�o.3 Uncapped I.ength of Can 3.58 inches 3.77 inches 3.72 mches Cappod L,�ngth of Core 3.86 inches 3.90 �nches 3.47 encbes Diameter of Core 3.67 inches 3.90 inches 3.69 inches Ratio of Cappad Length to Diameber 1.05 t.06 1.88 Correction Factor 0.882 0.884 0.889 Total Load 67,910 lbs. 65,b70 Ibs. 67,870 lbs. Compressive Sh+ength before Correction 6,350 psi 6,140 psi 6,350 psi Corrected Compressive Stra�gt#e 5,600 psi 5,430 psi 5,650 psi Average ofthree Cores Strength 5,560 psi Bus Sheiter A 23 �g�gNo. 1 Core Na.2 Core No.3 Uncapped Length of Core 4.66 inches 3.76 inches 3.67 Inches Cappad Length of Core 4.79 inches 3.89 inches 3.92 inches Diameter af Core 3.68 inchcs 3.68 inchas 3.68 inches Retia ofCapped Lengdt to Diemeter i.30 .1.06 1.07 Corrc�tion Faator 0.936 0.884 .887 Total Laad 76,260 Ibs. 79,I 10 ibs. 82,390 Ibs. Compr�ssiva Strengd�befo�+e Corr�ection 6,79Q psi 7,440 psi 7,440 psi Cornc.�ed Co�aptessive Strcn� 6,360 psi 6,580 psi 6,60p pei Av�rag+�of�Coc+es Strtngth 6,510 psi Daly&Zilch(Florida�,Inc. Febniary 20,2014 Bus Shelter Improvements Page No.3 CTT,Project No. 1381154.100 Bus Shelter A-25 Ca�e No. ! �� Core No.3 Uncapped Length of Coxe 4.42 inches 4.66 inches 4.42 iaches Cspped Length of Core 4.55 i�hes 4.79 inches 4.55 inches Diameter of Core 3.69 inches 3.69 inches 3.69 inches Raiio of Capped Length to Diameter l.23 13d 1.23 Camection Fsctor 0.925 0.936 0.925 Total Losd 44,670 lbs. 49,900 Ibs. 52,700 Ibs. Campressive Strength befora Correctflon �#,37d psi 4,b70 pai 4,930 psi Corrocted Cvmprassivc Strcngth 4,04Q psi 4,370 psi 4,560 psi Average of three Cores Strongth 4,320 psi Bu�� gEe No. 1 �No.2 Core No.3 U�apped Length of Core 4.73 inches 4.70 inchos 4.88 inches Capped Lengtb of Core 4.86 inc6es 4.83 incFus 5.01 inches Diarnebcr of Corc 3.68 inehes 3,68 inches 3.68 inches Ratio of Cappai L�gth to Diamdter 1.32 1.31 1.36 Con+action Factor 0.438 0.937 0.943 Totaf Load 60,550 ibs. 59,090 lbs. 59,090 lbs. Compressive Strength before Con�ection 5,690 psi 5,550 pei 5,554 psi Correctcd Compresslve Strength 5,340 psi 5,200 psi 5,238 psi Aversge of three Cores S'firen�h 5,26Q psi We hope that this infor�mation sarisfies your needs at the present time. Should you l�ave any questions or require additional information,plea�e contact our Inve�ess office at(352)726-6447 or by fax at{352)72b-6385. RagpectfuUy submittcd . � ,. , Central Tcsting Laboratory . ;i`. - �� _.,`.,' ;' V`'`'r..�. Teny D.Bland �n �, .•� Branch Menager Presid' � � Flori �s�o.4��30 cc: file ��": ',� .^ •,�, �BrIIlg ��.;�n�t,�� '��•�, Cen�ral ?esting Lalaoratory �� .�.w��. � ��y +.��j,��N +a�• ' �`� Engineeving 8.Mataials Testlt�g Reply to: INV�RNE88 Report far Sampte S�Testing Concrete CNent/ProJect: D�ly&27ich(Flotlda),lnc. /�rldr�ss : P.O. Box 937 C�ty.8t��7,1p: Lecerno,FL 3�446a-0937 C'1'L Pwrwt Num1�e�: 'l361954.100 D�te ot FI�Jd Tssf+s: August 21,2013 Locatlon: Bus Shelbat Imprarements Aroa Cover+e�by 1'est: Sheitar 8,20,Cenler o�f P�1 Speatfic in#ormation 8applivr: , Bet�sr Mbt 8�t NumMr: f Trualc Number: !1B 7otal Concrobe(yards): 10 Tk�ket Number: 227A46 Tn�cic l.oad State(yards): 1 a Batch TNne : 10:07 AM Oals.BeTore Slump: 10 Arrival Time: �10;30 AM O:I�.Aftar Siwmp: 0 Sample 1"I�t�e: l0:3T AM Yotal Gals.: 10 Slump: 5.51nc1�es Addod by: Cvntrac�or Woathar: aunny�desr Perc�ttt Alr Cart�nt: N/II AmW�M Temp.: 89 deg F Unit W�.(IbsNit'y N/A Concrets Tsmp: . !If/A � C inder�nformat�on Sp�imen Age Total Comp�asive A��° Numb�r (d�ys) LAad(Ibs) Strength(psq Dlsm�rDf Are:(sq.ln.) Brwik pab 'i�pe o1'Falwn Tach mw�sian 67Q4 7 25��190 �020 �,0! l283 Br281'f3 4 S8 67aB ?8 3�700 3,OT0 �,0� 1263 8�'!8l'J3 � SB 670C 28 �A�440 $120 4,0f l263 A�'tNN'13 f 36 b'�OD H Flold DeSlgtl Slump tl+Om$pp�ltter TtCkst: 4.01AOhBS mr r nR t nec y �. rn+c� n�� D�sign 28-0ay 8trength: 3,OOppsl Mbt No,: 01941 Sampiing 7ech: BB R�rru�rks: Zephyrfi�ls, Pasco County The above mabetfel was oollectee end repor�ed M general aocordanoe wffh ABTM C31,C.F3� � c ..+y. � .�.�},r'�:;�►�,�- }' • �t+ O '. �r �' W � , � 4. ' p •. l Theodore J.S ,. �v,' � .' r, 5400 S. Florida Avenue 130 Sateilite Ct. Surnter Coun y�R Z 1 Inverness, FL 34450 Leesburg, FL 347A8 (352) 793-3!I 0 •�'�� (352) 7Z6-6447 (352) 787-1268 � This dxument shal!rat br reproduced,except In fui,wkhcut prlor wrltten approra{oF Centrai lbsdng I.aboraborK Inc. � Centra! Tes�ing Laboratory EB OOOZ407 , .� , , E��a nnac�� to: " IM/ERNESS Report for Sample &Testing Concrete CIIe�Prbject: Dely&?�h(Flmida),Inc. A��: P.O.Box @37 C��g��p; Lecento,FL 34480-0937 C'R Proj�ct Nnmber: 1351154.100 Dabe of FlQId 1's�ts : Septe�er 8�2013 Locatbn: Bus 5helter ImprovemeMs qn■Co�rered by Tsst: 5haker 8-18,South End af Pad Specific Informatlon Suppller: � Beter Mlx Set Number: f Yruak Nun�ber: Dit4 ToEal Concrete(yuods): 10 Tlcket Number: 228219 Truck I..oad 8dce(yerds�: 90 Batch Tlme: 8:00 AM Gals.Bofo»Slump: 10 Arrlval Timo: 8:46 AM ��Is.A1te�8lump: Q Sampfe 7ime: 8:58 AM Total(ials.: 10 Sleimp: 6 8lnrahes Added by: CoMrector Wo�ther: sunny 8 dear Percent Air ConteM: N/A Amblent Tomp.: B1 deg fi UMt YVt.(IbsMr°) N/A Concrete Tamp: 84 de�F C inder lnformation Specimen Aqe 7'otal Comp�siw AV°� Number (doys) Load(Ibs) Stnrptif(ps� Dls�rna�erlDi Ana(sq.in.) Broak Dab 7yps of�Aduro T�ch mensbn 383A 7 �qb10 i,830 �f.00 12.57 S�1Q�Y3 2 I�B 5B9B 2B 3�850 �,BlO 4,M 1280 1�V'fM3 � 58 SB�C 28 3�,860 �76Q 4.00 l267 1Q�YM8 4 S8 SB9D 6B 3r,880 3,0l0 �.00 i2.67 '1�3 4 38 Daslgn 81ump from$upplfsr Tkkat: 4.01rJChes �rr, rnr� TMt� �• n.r� .�wr. Dealgn 2B-Day Strength: 3�004 psl Mix Na: 30 Comm Fiber SampR�tg 7ech: 88 Remark�: Dade Clty,P�co Caunty .=;�� "��j f . ��Y'�� '�`�`': Trie ebove material was ooilecEed and report,ed in generel acxordance wflh A3TM��I;�9,�d C1A3.•.•. � ' `� � � '•' : , .... —.-.--..�.--------..._...,_.__,,........._ ____..�...� _-----__._____ __.�_._..._ _.__. .. - ; � - -- .-. � Theodore J.S , .E; 54p0 5. Flo�fda Avenue t 30 S�tcUlte Ct. Sumter Co� 3��OUnty Irrvemess,FL 34450 Leesbu FL 347,48 352 793-31 t0 � '� (352) 6ZZ-1(86 �3sz} �z6-saa� {3sz� �s�-�Zbs t ) This docutnent shaN not be rcpeoduced.except ln futl.wlthctrt pAar wrtften approvai o(Ceritral Testing Laboratory,Inc. �� Central Testin� Lavoratory ��Z�� .. .�� . Et�gineering 8.Materials Testk�g Repty to: IM/ERNE88 REPORT OF SOIL DEN8[TY BY MUCLEAR METHOD ASTM D 2922 ' CLIENT: Daly&Ztich(Floride),Inc. ADDRES8: P.O.Box 937 CI7Y�STAT'E�ZEP CODE; Lec;enEo�FL 34480-0837 DA7'E OF fIQO lESTS: Sep�smber 4,2013 JOB LOCATION: Bus 3t�p lmpravemeMs AR�A COVEREO BY TEST: Bu�idinp Ped CTL PRa.IECT NO.: 1981154.100 5.S LB RAM�IIER AND 1ZaN DROP AASHTO T-89 (STANDARD PRaCTOR) PERCEM' LAB P�RCF.NT FlELC1 TE8T LOCATION �T OpTIMUM DENSrfY f1ELD DEN8ITY PERCENT II�RERVAL AtOfBTURE IbNIt8 MOISTUI� ibrMt3 DENSITY e-e,cen�er air t�.0 �oe.b e.e to6.a � a-9,cer� a�r �t.o �oe.s ae �a.e se I REIAAR4C8: Paaca County FIELD TECHNICIAN: BB �cerWiy u�ert a�e abave te��itr qpfi�m�sd and ropo�led in e000idanoe wNh tFU��'�+oe'�11�TII��ecl�cdiana. � ; . . • .i , +'� � I � C7,�,� . r • �.t- � �. J. P. ;� 4v�:�. Florlde ��i!Nq.� .•_,.O�sq��• /� � .. ��►. 5400 5. Fbdda Avenue !30 Satellite Ct. 5umter Lacnty Wlarion Gounty Erwemcss,PL 34450 Leesburg.FL 347A8 (352) 793-3 I 10 (352)6J2-1186 ' (352) �26-fi447 (352) 787-126$ Tlils documa+t shall not be reproduced.oecept in fuq,wlthout prfor wrltcen�ppr�d Cermal ibsting l�boratory,inc. � ! � Central Testing Lal�oratory ��Q� �..__ ..�..�.,:. .., . . Engineering 8.Matettals 7estfn,g ��: MIVERNESS REPORT OF SO�L DEN3RY BY NUCLEAR METHOD ASTM D 2822 CLIENT: Day�Zilch(�brida),Ina , ADDRE88: P.O.Bax 937 CI'EY,STAi'E,ZtP CODE: Lec�t�to,FL 3�46D-0937 DATE OF FlELD TEST8: September 6,2013 J46 LOCA'FiON: Bus 8top Imptuvsmente AREA COVERED BY 7E8T: Buflding Pad CTL PROJECT NO.: 1381164.'f0a 6.5�B RAMMER AND 9�-tN DROP AASHTO T�99 (STANDARD PROCTOR� � PERCENI' LAB PERCENI' FIE�o pERCENT TE8T LOCATiON lN1ERVAL OPT�IIIAi DEN$Tf FlELD DEN8t[Y DEN81!'Y IiIOISYl1RE b�MCd NOlSTURE bNfE3 B-9,Cen�er 0-42" 11.0 106.0 $.1 107.7 100 , R�MARItiS: Paaoo CouMy FIELD TECHNICIAN: JG �cwuh nwt t�.above b�1s v�aiped pnd nporad � in acoordirioe wkh ths��ed �dfic�btons. �� .y o • nr a ��. : b � � TI1OOdOfO�. .�aE. �,; ��v.- ,�R . FIO�Ic� q !/�/, ��<<�r•... �'�yr•.r- � .,� ��pl ..�.. '�00 S, Florida Avenue 130 SateURe Ct. Sumter County MaMon County Im�emess. FL 34450 l.eesbtx�,Fl.347A8 (352) 793-3[10 (352)522-!186 (352) y26-6447 (35Z} 787-1268 Thls doc�t shsK not bc reproduced.aa:ept In full,wlthout p►lor wrttten ap�wal of tentrat Testhig Laboratorx tnc. � �� . Centra! Testing L�borafiory ��z�� . .... .,� w. ._� .. __ . � Engineerlrag a.Mattrfals 7estir�g ��tD' IM/ERNE88 REPORT�F SOIL DENSITY 8Y NUCLEAR METHOD ASTM D 2922 CIiENT: Daly&Dlc�(�IoMda),Inc. ADDRESS: P.O.Bo�c 937 CITY,STATE,ZIP CODE: Lecanfio,FL 344$0-0937 DATE OF FIELD TESTS: Se�mber 11,2013 � JOB LOCATION: Bus S�i improveme�s AREA COVERED 8Y TEST: Buildlr�Pad,Dti�reway CTL PROJECT N�?.: '!381164.100 5.5 LB RAMMER AND 12-IN DROP AASHTO T»99 (STANDARD PROCTOR) PERCENT LAB PERCENT FlEEA 7EBT LOCA710N TE8T OPTIMiJIIA DEN8ITY WEI.D D�NSITY PERCENT INTERVAL MO�STURE Ibslf� MOlaTiJRE pENBtTY NorQi Et�d 0.12" 11.0 108.6 2.3 10&8 100 8-2,OenEer 0.'t2° 11.0 108.6 8.1 106.5 100 ,South End EnUar►ce 0-l2" 11.0 10�b 8.S 108.1 100 REW►RKB: Paeco Counqr FlELD 7EG`�IMCUW: BB 1 oertly 1t�the above b��P4rio�'lA�and repo�bed in 6t�ordanos wAlh 1h��prorldAd f�I1.Ppecl�c�tlpr�s. � . O ,� •' ••O�w dlte � �'� y '. 4 c, � L� s �• �I 7heodon.f. p.E �+;c Floride Fbep ' � i•y,j;`S'�� •'.r�,P 5400 5. Florida A�venue 130 Satelllte Ct. Sumter CouMy Marbn Gounry In�mess,FL 34450 Leesburg, fL 34748 (352}793-3110 (3S2)67.2-1 I 86 (352) 7Z6-64�47 (352) 787-1268 Thfs document sMN not be rqxodueed.exe�pt fn fu11,wlttiout prbr wrltten app►ovel of Cenhal7estYtig l.aboratory,Inc. � I Centra! Testjng Laboratory � ��un7 . ,�_t. .. . . Eikgineer�ng 8.Mdtlrlais Testing � Reply to: INVERNESS Report for Sample 8 Testing Concrete cliarWPr+oject: Daly 8 731ch(Florfde},Ina Address : P.U.Bcoc 937 CIly�Shte,ZIP� Lecanto, FL 34480-0937 CTL Projact Number: 1351164.100 Dste M Fleld Tssts; Sepbember 11,2013 ��+� Bus s[�ei�ar Improvemenfs Aroa Covsrod by Teat: Shelter 8-22,South End of Pad Specffic Int�otmetion 8uppller: 8etnr Nllx Sot Numb�r: � ' 1 Truck Number: 118 Tohl Concrste�rt�); 8 '1'ickat Number: 228478 Tn�ck Load Si�e(yards): 8 Batch Thne: 9:b9 AM C�b.Bstote Slump: 0 Arriva!Time: 14:1bAM Gals.Amer Slump: p Swmple Tftns: 10:32 AM Tota!Q�Is.: p 81nmp: 3.76 Mohes Addsd by: N/q Weather: sunny&daer Parcent Alr CoMent: N/q AmbienE Temp.: 84 c�y F tlnit IAIt.(bsfR� �q ConcreLe TemR: 82 deg F C inder InfonnatJon Speclrr�en A� TotAI Compnssive Awrsye Nnmb�r (Qa�rs) Loud pbs) Stren�th(p�q DameteNDt Aras(sqJn.) B�eak Date Type ot FaNuro T�ch msnsMn 69�A 7 34,8l0 �770 4.00 12bT 8�Nf3 � 3B 6418 � �2,270 3,380 4.Of 1Z80 1Q�q►!3 4 S8 se�c �s �,�c.�o �soo �t.o2 i�.ee �a�ws � se 61�D N }� D�Ign Slump trom Suppifer'1'ickst: 4.011�ahe� + ner �ac s �rr. ,nr s n�. Dosipn 28-Day 8�th: 3,00p ps! Mbc No.: 90 Camm F�16er 8ampqng Tech: BB Rsmprl�s: Dade CRy�Pasca County �;s►� �a � The above meteiial was coAecEee and reporUed fn gene►al a000rdanoe with AS7M C��99�,'��•''•, � s. }��i► ° ¢'�', - ., � . ; w Tf1YOdOf�+1'' ♦P.E. ' �C%. '� �a 5A00 S. Florkia Aa�enue f 30 Satelilte Ct. Sumter CoFtin�a R � � ?AAi n� Irwemess, FL 34450 l.eesburg Fl.34748 (35Z)793-31!0 ''�'�35 6 Z'�gb (35Z) 7Z6-6447 (352) 787-1T.68 Thls documrnt sMUI not be reproduced,except In fuB,wlthout prlor wrltten approval of Lentrtl � 7ciSh�g Laboratary,kK. Centra! Testing Labor�tory ��24a� • w.r..... :�r �! I� . r r • Engineering a.lVlaterials 7�sNng Repy to: � ' INVERNESS Report itor Sample &Testing Concrete c�amrProject: o�ty 8�zik�{Florida),InC. �d�: P.O,Box 887 C�►r��r�p� L8C8�Ito, Fl 34460-0937 CTL ProJect Numbor: . 1361'154.100 Date M Fisld 7�ts: 8epbember 17,2013 l.ocation: Bus shelter Improvements Area Cawnd by T�t: 8#ielter 8�.Ncrlh End ot Pad Speclflc Iniormatton � SuppNer: Bet+ar Aif4c Set Numbsr: f Truck Numbe�: i33 Tohl Concrote(yaMs?: 28 Tickot Numbor: 228822 Trucic L.o�d 81ss(yanh): 1D Batch 71me: f t:b9 AM Gak.B�ton Sh�mp: t0 At7'Ival Tbtte: i2:i0 PM Oak.Alter 81ump: Q Satnpfe'ilme: 1238 PM Yoh!6�Is.: 10 Stump: 3.b0 fi�d�e qddsd By: (��. Westha': sunny�alear Psrcent Alr ConbenE: WA Ambio�Tamp.: 88 deg F Unit W�.(Ibslfts) N/A Concrete Temp: 84 degr F C Inder Informetton Sp�ctmen Age 'Yohl Lo�d Cornpt�siy� A��e Numbe� Id�tYs) (!ba} g��i�l �Men�bNDi Ans(sqJe.) Broak Dats Type of F�Nure Tseh roonsbn 6�Di4 7 46y�4�0 �60D 4.Of l289 Art�!?3 5 SB 5� 28 51Q,630 �,QSD 4A! 12a0 1dY5rl3 4 S8 6� 28 81,400 �,B90 4.Of 12d3 !b+`1dP13 6 58 b9BD N }� DaRlpn Slump froro Supplter Tbkot: 4.O lt�ahes �� : �.,c s nr. wc • Dealgn 28-Dry 8trenpth: �,00p pa! IA�x No.: 40 Comm Flber Ssn�plind Tech: g� RemeNa: Dade Clty,Paaoa Couniy �G1i�E . ��a 'fF�e ebove materlal was oollectee and repor6ed In genetal acoordanoe vvftl�ASTM C3�'..�39;a�C1�.� `,�,• �' ° �. , . � r. � ' �� _ Theod k.9 u .�C ' �'�' 5400 S. Fbrida Avenue 130 SateiNte Ct. Sumter Goun�� .-°}��unty Irnrerness,FL 34450 l.eesbcag, FL 34748 (352} 793-31 10 �35i7 b22-11 S6 (352j 726-6447 (35Z) 787-1 Z68 1'his dacument shNl not be rcproduced.e�ocept in fup�vNthout prlor written i�ppra�val of Central llesdng Laboratory,lnc. A� I i Central Testing i.aboratory EB�� ... . .., ,�:��._. �,` Eng3neerir�g 8.Materfals Testing .��'`"�_��;' . R�A�Y to: IM/ERNESS Repor#for Sampie &Testlng C�ncrete Cltont/Projoct: Daly 8�ZMch(Fbrida),Enc. q,ddress: P.O.Sox 937 City�State�ZIp: Lecan�o, FL 34460-0637 CTt Projvct Number: 1381754.100 DaRe of Fiaid 7esbc: Deae�nber 2Q,2013 Lac:Non: Bua Shelter ImprovemeMs Ae�ea Covered by Test: Bus Shelter A-23,W. Driveway Apron for BP Oaa Stadon�NW Corrte�of Ridge Road &Little Roed SpecHiC Informatton $appllw�: BetterMlx Set I�umbsr: 1 Truck Nurnber: 98 Tota�l Concra�e(yaMs): !0 7icket Numbvr: 627147 Truck Load Sizo(yards): i0 Batclt Time: S:OOAM t3als.BeToro Slump: 0 Arrival Tlm� : 9:35 AM �ials.Aitar Slump: i0 3ample Time: 9:40 AM Total Gals.: 1D Stump: 3.0 b►ches Added by: Finishsrs We�thor: sun»y Pan:aM Ai�Conterri: N/A Ambtw�t Tanp.: 65 deg F Un�t YVt.[ibsJ'[t'� N/q Conarete Tenrp: 74 de�F inder Informaiion 8pecimen Age Toksl L.oad Compressive Avaritge Nurr�bar (dsys) (ibs) $trengtl�(psq Dl�mebsrlDi Arsa(sq.in.) Break D�te Typo ot Faituro T�ch m�nsion 65�14 7 53,530 4,240 4.0! i2.83 '1?117H3 5 S6 666B 28 7i,�0 �620 4.Ot 12.83 t/7T/t4 4 SB 855C 28 88,200 5,�00 4.01 12,63 lhlJ14 5 S8 656D H Ndd Deslgn 81ump from Suppli�t TtCkat: 4.0 inches m� �� 3 ""f' �s TM�r� Design 28-D�y Strongth : 4.400 psJ Mbc No.: 4000 Commer�la! Santpling Tech : EL Reniarks: 4221 W.Gul#to l.ake H�hway, l�o �'".�.- ' a � The above material was colkcted and reported in general avcordance wifh ASTM•�;�39,andC�'�$. a. � o '; .�: � � . : '. .. ,; . a ' ,r Theodc�•J. e,P. 'r� 5400 5. Fbrida Avcnue 130 SatelNte Ct. Sumter Cour t�da , ��County Inverness, FL 34A50 l.eesburg, FL 34748 (352) 793-3110 � � (352) 6u-I 186 (352) 726-6447 (352) 787-1268 Thls document shail noc be reproduced,nocept In tull,wlthout prbr wrRte�app►oval of Central Testlng l.aboraUOry,Inc, � • :e Centra[ Testin� Laboratory ��7 . .. _. . . , .,�� j: .. . . . . Ealgineering 8.Materlals TesNr�g - • Reply to: II1YEl77o89 Atigust 16,2023 j i Del 8t Zilch iorida h►c. ( y (F }, P.U.Bmc 937 Le�nto,FL 34460-0937 � (352)527-0326 Subjact: Bus Stap ImparovemeMs Pasoo Courty.Flarida C'TL Prnject No. 1381154.100 Dear Sus, ��a�a,c�T�s�►(crL)n��a��c«;��►i�� the above referanc�aproject. Buclosed you wiu$na the result�of the tosdng perPo�zed.The ta�dng was pmfarmed in generel acvorda�e with the procedures statied on eaah docu�t. CTL app�eciates the oppo�tunity to�ovide our aernices on this projc�t. Should you have a�r questio�cancerning t�assreparis please do�ot hesitefie to ooataat ourInvernsss office at{352)726- 6447,by fax at(352)726-6385 or by e-m�ail et invane�Ctifl.00m. Reepeot�fullY aabmitted, ' '�--'�° ,��; ',. - :.•,. .., .:. K ��, �� f,�I.7''1� �, 1 �s�� Z '� ~,• t "''`1 , Te�ry D.Blsnd J �; '� �p1'��a ��t '1' �'i �c '. �(� Of.�{$�4� .�� f�a . ea�clos�+es: Proctar Test 7-22,7-26 D�sity Tests 7-22,7-26,8-02,8-i3 oc: File TDB/tap 5400 5. Flor[da Avenue I 30 SaleNite Ct. Sumter County Marbn Counry lnverness, FL 34450 Leesburg, FL 34748 {352� 793-31 EO (352)6Z2-t 186 {352� 7Z6-6447 (352) 787-1268 Thls document shall not be rcproduced,aoce�M tua,vachone�or wrxcen approva�of eene�i xsn��atory,inc. �`? ••._w � Central Testing Laboratory aor�aiwow�s��No PROCT'OR TEST REPORT client: Daly&Zi1ch(Florida�Inc. Data ]uly 22,2413 ProJect: Bas Stop Imptove�neuts CI7.Profat No.: 138115�{.14� 1.ocation: Group A-Z �►s.torj.l oescrtption: Light Browirish Gray Sand w►/Rock Mix l0yr 6/2 AASATO T 99,STANDARD PROGTOA Test 8��edard: AASHTO T 99: X AASHTU T t80; Method A ASTM D 698: ASTM D 1557: Method C Moistore Ueosity RelatbnaLip 11E./ 1�7.0 i � � � ssc,s • � �i�s.a i� �u.o �!i 99i 119i ll'1i 13% I3% t4% �e�pat INdMees ♦ Dda Poiols �--GStve Fh �Itllt 1�.5 1�II1 M07Stlt[�C' �1.�/0 �8: PaSCO COUBty► �l18 bC�W88�+017bOd�21 flCC01'd831C6 Wl�l fi�16 8b0Ve YCfCP�'aCCd�CSt]n'OCG�UPC. I i ; I � I Centrai Testing Laboratory �„��,,�,�.,.«; PROCTOR TEST REPQRT �ueat: Daly&Zilch(Florida),1nc. Date: 3uly 26,2013 Project: Bus Stop Impxovements CTL ProJect PIa: 13B1154.100 Loc.Noo: Group A-Z Matertal Deuriptlon: Pgit Bsnwn Ssnd l0yr 6/3 AA8HT0 T 99,BTANDARD PROCTOR Teet Standard: AASHTO T 99: X AASHTO T 180: M A ASTM D 698: ASTM D 1557: Method C Muisture Deasity Rehtionsbip i�c.a a� � �o�.e �iaA �'ia�.a ta.e tNa Y% !SL IiX. t!!i 19% IJ% 119L Penut M�htnre • Dda Pdw --Crne FI� Ma�omum : 103.5 Wflg timum Moisha+e; 11.5°Yo � Remarks: Pasco County This i�eat was�in aocrn�dawce � rvIth the above refe�+e�d test proadtuz. Cent�ra! Tes�ing l.aboratory ��I�7 .. .... _ , _ .. . . .. .. . .. . _ _ .... � . .� ��:�;��;4ie_� •*y' .. . .,, . �y '`. e�t Engineertng 8.Materials TesHng _j-i.,=:;�y t�: Repy to: .. � 1MI�RtiF8S REPORT OF SOIL DENSITY BY NUCLEAR METHOD ASTM D�922 GLIEM': Daly�2ilah(Flortda), Inc. � ADDRESS: P.O.Box 937 CfTY,STATE,ZIP CODE: (.ecanta,FL 34460-0937 DA7E OP FIELD TEST3: July 22,2013 JOB LOCATION; Bus Stop Imprav�merNa AREA CONERED BY TEST: Building Ped Cl1 PROJECT NO.: 138'!1b4.100 S.S LB RAMMER AND 12-IN DROP AASHTO T-99(STANDARD PROCTOR) f�RCENT LAB PERCENT FlELD TEST LOCATION �T OPTIMUM DENSRY FlEI.p pEHg{�y ��NT INTERVAL MOi87l1RE Ibelft3 �WlSTURE bsl� �� pr6,Cen6er 0-12" 11.b l08.b 7.3 4d6.1 99 ,Cenier a12" 11.0 149.6 8.i 1�.3 99 ,Csr�Eer 0-12" 11.0 108.6 B.0 104.8 98 Hr1,Cer�er 0-12" 11.0 106.b 6.3 101.6 86 29,Cerlber 0-12" 11.0 i08.5 8.9 10b.4 9e -19,Cenber 0-1T 11.0 108.5 8.4 106.0 99 IM7.2,CerKer Q72" 11.0 108.6 7.S i01.7 66 18,Cenber 0-12' 11.0 109.6 7.0 104.8 98 REMARIC3: Pa�o County "Densilyy feifled to meet minknum piajed requireme�t FlELD TECHNIClAN: JG The above Uesta w�e perfom�ed and reported in aa�ader�oe aAC�tl�e reterenoed ASTM�pecilicatlor�s. � 5400 5. Flo�da Avenue 13p Satelllte Ct. Sumter County Marion County Itwerrsess,F134450 �eesburg,FL 34748 (352.) 793-3 l t 0 (352)622-1 I B6 (35Z� 726-6447 {352) 787-I Z68 .,, Thts dotumeet shaU not be reproduced.qacept M fuil,without prlo�wrltte�approval of Ctntrel lEstt�g Labaratory,Irc. (',`.?.f Central Testing Laborafory �� . . ��....,. �.,. � ,_:r{;.�;Z��':= ` ...�,,;: . . . �. , :�, . sre``d''. Englneering 8.Materlals Testing `'""`� ° �p�`TO' _;�t;�,a .,t�..::` . E,�;�; .;;; IM/ERNESS REPORT OF SOIL DEN8tTY BY NUCLEAR METHOD ASTM D 292� cuENT: Daly!�Zilch(Flor}da),inc. ADDRESS: P.O. Box 837 C17Y�STATE,21P COD�: Lscanto,FL 3446t}-0837 DATE OF FIEE.D TEBTS: July 22,2013 � JOB LOCATION: Bus Stop Irnprovements AREA COVERED BY TEST: Building Pad CTL PROJECT NO.: 1381154.10Q 5.6 LB RAMMER AND 12-IN DROP AASHTO T-99 {STANDARD PRQCTOR) PERCENT LAB PERCENT FIELt! TEST LOCA710Ht �� OPTIMUM DENSITY FIELD DEN817Y �s� M018111RE boJft3 M0181'URE ibsl�t3 n-�,cernor a�r ��.o �oB.s �.s toa.r 9a n-rz,cenmBr a�r� �T.o �ae.6 �.� iot.a ee REIAAR1cs: Pasoo county "Retest Indicatee mfNmurr�density roguirement was obtainad. FlELD TECHNICIA�1: JG The abors tBebe vrere per6ormsd and repated in a000rdarx�e w�lt Ihe ref�erer�oed ASTWI spedlk�Eior�s. 5400 5. Florlda Avenue I 30 Satetlite Ct. Sumter Counry ��Gp�n � Inv�mess.F�3AAS0 I.eesburg, FL 34748 (352)793-31 f 0 (352)622-!186 j (352) 726-6447 (352) 787-I 268 This clocur�ent sf�►il eat be rc uccd� In full,wlchouc ,,~� � P� �� PKor wrltten approval of Centrai Tcstf»g t.aboratory,Inc. i:`,�� 1 Central Testing Laboratory EB 0002407 . . .. , ...._, :,,.,r p;;,,,�� - ....�.,. . _ . .. . . .. :�, - . ,. Englneerir�g 8.MaterEals Testing ..1,.fi,'��;,;;:.; Repy to: -•s � IM/ERN�SS REPORT OF 301L DENSITY BY NUCLEAR METH�D ASTM D 2922 q.IENT: Daly&Z'ilch(t�da),Inc. ADDRESS: P.O.Box 937 CITY,STA7E,Z!P CODE: LecanEo,FL 344B0-0�37 DATE OF FIELD TESi'S: July 26,2013 d�B LOCA710N: Bua Stop Improverr�rts AR�A COVERED BY T�8't': 9uilding Pad CTi.PRO.iECT NO.: 9381164.100 5.5 LB RAMMER AND 12-iN DROp AASHTA T�9{STANDARD PROCTORy PERCENY LAB PERt�NT PIEL.D TEST LOCATIO�I TEST OPTIMUM DENSRY FIELD DENSRY PBRC�NT INTERVAL AWt8'T'URE IbNR�3 YOISTURE �g DENSIIY ,Cs�Or 0-12" 11.0 108.6 1?.2 1b4.4 98 24,Cen6Br 0-12" 11.5 10�1.6 8.2 10�.p 100 1A,[�enter 0-12" 11.0 106.b B.0 104.8 98 45,Csrder a1x" 11.0 90B.6 7.4 104.6 98 18,Cen6x o-12' 11.0 106.5 6.8 106.8 69 11,Ce�N�er Q12" 11.6 103.8 8.1 103A 100 RaAARKB: Paeco County FfEL.D�ECHI�lICtAN: JG 71�e�ow�eebc wene performad and reporEed tn ac000td�nca wHh the relerencsd A.RTM apedflc�tlons. 540Q 5, Florlda Avenue I30 Satellke Ct. Sumter County Marion Gounty lnverness, FL 34450 l.eesburg, F!34748 {3�2) 793-3 I 10 (352}6?.Z-1 f 86 (3S2) 726-6447 (352) 787-1 Zb8 This documern shaU not be rcExodueeei�eiecept in futl.wkhout pHw weftten appr�cval of Centrnl Teati�g Laboraeory,Inc., r.`f �,c'. Central Testin� Laborafiory EB�z4o� . .�.:.. .. _ ; ,�, ,_. . . . • . �s- -;;��. - ' :'�� *,=. EngineeNng d.Materlals Testlng ':�t,''`' •`�"' ae��O: ::,,. ., �-. ' irivfw�ess REPORT�F SOlL DENS(TY BY NUCLEAR METHOD ASTM D 29Z2 CLIENi': Daly 8�Zilch{Fioride),(no. ADDRE88: P.O.Box 937 CITY,3TATE,�COD�: Lecant4, FL 34460-OB37 DATE OF FlELD TEST8: August 2,2013 JO�LOCATI�N: Bus Stop Impro�ements AREA COVERED BY'fF.ST: 6Widfnp Pad CTL PROJECT NO.: 1381154.10Q 5.5 LB RAMMER AND 12-IN DROP AASHTO T-99 (STANDARD PROCTOR) ' PERCEM' LAB PERCENT' FIBLD TEST LOCATION 1N7ERVAi.. CPTIMUM DEN$ITY FIELD DfHBI'TY DENSR1f IIAAOt8TURE !br![t3 NWIS'TURE bslft3 �-��,con�o� a�z� ��.� �a3.6 �22 �az.s � zo,csr�er a�r �1.� �QS.s �.o �o�.$ ea ,Cerrisr 0-17` 11.6 1Q9.b 7.6 101.4 96 .Cer�ter 0-17' 11.0 108.5 6.8 106.0 99 ,Cen6er 0,12' 41.0 908.6 14.2 104.8 08 REAl1ARICS: Pasoo County FIELD TEqiMCIAN: JO The above tests v�ene perfommd ard reporoed Ih acoobance wltlt the rpfore�roed ASTM apecNlcetlons. � 5400 5. Fbrlda Avenue 13Q SateUlte Ct. 5umter Coun#y Marlon County Inverness.FI.34450 Leesburg. FL 947�18 {3S2) 793-3I t0 (352)622-!I$G (3S2) 726-6447 (352) 7$7-1268 Thls document shall not be ryxoduced,mccept In FuU,wkhout prfor wrlKen approval of Gentral'i�sting l.�borato�Inc. �::� � I I Central Testing LaUor�tory ��Z�7 . . , ... � , . - �-r"I.�i."y •+Ti'4:Y�-.;� � � .. . . . Er�gineeHng 8.Materials 1'esting a x.�,�'°- �::�,��' Reply to: ;:.:•, ' ..* } Y, 1NVERI+IESS REPORT OF SOIL DEN3ITY BY NUCLEAR METHOD ASTM D Z92� CLIENT: Daly 8 Z1k;h(Florida�,Ina � ADDRE8S: P,O. Box 937 C!'TY�STA'f'��ZJP CODE: Leca�o,FL 34480-0837 DATE OF FtEL.D TE3T3: Al�ust 93,2013 JOB LOCATlON: Bus Sfiop kmproveme�ts AREA COVERED BY TE8T: Bu�ding Pad CTL PR0.IECT NO.: 1361154,100 b.6 LB RAIIAMER AND 12dN DROP AASHT� T-89 (8TANDARD PROCTOR) PERC�I7' LAB PERCEI�iT Fl�LD TEST LOCATION T� OPTIMUM DFN$ilY FIELD pE�Ry PERCENT lNTERVAL. 1�1018TURE be1lt3 MdBTURE IbsAtB DEN817Y �e,c.n�r ai� �Z.� u�s.s a2 �o�.a ee 2b,CerlEer 0-12" 41.b 103.6 4.8 1D26 99 B,Cenbr 0-i7' 11.0 10a.b 8.0 106.9 9@ 1.CBMer a12" 11.0 108.6 4.0 106.1 96 � 8 2,N.Pad.Cenber 0-12" 11.0 108.5 3.2 104.8 88 2,S.Pad,CerKar o-12" 11.0 106.5 3.0 105.4 98 9-7.Ce�er 0-12" 11.5 103.b 8.T 101.4 pH B-18,Gerder 0-iT 11.5 103.5 8.0 1Q1.6 98 B-ZO,CenOar a92' 1i.6 103.b 7.0 101.8 88 8-22.Csnler a12" 1 i.0 108.5 e.e 104.4 g8 B-21,Cel�ber 0-17' 'f1.0 106b 8.0 104.6 99 REMARICB: P�CouMy FIfLD 7ECHNICIAI�1: JG The atwve�v�rere peKamee erxf reporled ln aot�rdsrxa+Nlth tf►e referonoed A6TN eped�xUans. 5400 5. Ftorida Avenue 130 SatellEte Ct. Sumtet County ��ty Invemess,FL 34450 Leesburg, Fi.34748 (352) 793-31 10 {352}622-1186 (352) 716-6447 (352)787-1?.68 This documem shall not be rcprodueed.excepc In/cit,wtttwut prlor wrlKen apprwal of Central Testing Laboretory,Inc. �M� Central Testing Laboratory EB OOOZ407 � - � .. ., . , . . . Englneering a.lVlaterla}s Testlng -- ' - • RePb to: Invorness AugueR 30,2013 Daly 8c Zilch(Florida),Inc. P.O.Bax 937 I.ccanto�FL 34460-8937 (3S2}527-0326 Subjcct: Bus Stop Improvemeuts Pasco Cvunty,Flcrrida CTL Project No. 1381154.100 Dear Sirs, As requested,Centrel Test�ng I.nbo�atory(C1Z)hes beeti p�nviding materiaL�t�esting services for the above rsferenced p�ajeck F.eclosed you will find the raaults afthe testinB P�� T��B was pa�rformed in gem�eral accordanoa with the procedures�tated on esoh documeat. CTL sppieciates the opportunity w provide our se�vic.es on this p�oject. Shonld you have any questions concerning these reports please do aot hesitate to co�act our Invec�esa office at{352)726- 6447,by fax at(352)72b-G385 or by e-mail at urvarne�(u�cttfl.coam. RBSp��y 9ll��d, ;L.•y►, • �y'�� ,.... + , � ,. ,� y, c �� •��' �LR�� •� ' f� � Terry D.Bkmd , ; Laboratory Msneger � � x �° : , . �O?1 Qr,�} a� ; .;, ; �t;r�','� � . } enclostu+es: Froctar Tast&15 � Da�as�ityTosts 8-IS,8-24,8-26 6 I oc: File � TDB/tap 540Q 5. F?orldn Avenue !30 Sate0lte Ct. Sumter CouMy Marion County Invemess, FL 34450 L.�esburg, FL 34748 (35Z) 793-3 f !0 (352)62Z-1186 (352) 726-6447 (352) 787-t 268 This clocumerK sMll not be rcpraduced.except In fuN.without prfor wrkten ap�rova!oF Cendral T�estk�g I.�boratorx Inc. �~� 1 , . i Central Test[n,g L�boratory �� PRtJCTOR TEST REPORT Clkst: Daly&Zilch(Ftorida),Inc. D�te: August 15,2013 Projact: Bus Stop Impmvements CCL ProJ�et No.o 1381154.100 i.ocatwn: Group A-Z Materi4l Dearlptba: Dsirk Qzay Sand l0yr 4/1 AA3HT0 T 99,STANDARD pROGTOR T�r s�.aa�ra: a�x�ro T s�: x �►s�-rro T i s�: M�a A � ASTM D 698: ASTM D 1557: Medwd C Moistore Denslty Rel�iboshig IIf.R I�9A � 1M.0 !+ � ��n.� i�c.o toa.a B% 99fi LO'K 119i • fi7f. t3Si liSi Pa+cat Mehhre • 4a Pd�u —(.1rw Fi� Maximum Dc�usi : 108.0 l�fft3 " tun Moistura: 11.09�0 Remarlcs: Pesoo County This test was perfozmed in aocardanae with tix above rofierrGnced tast procedure. � . I . Central Testing Lal�oratory ��7 a. .. . � .... ... .� ri.e�_,,.,.Ne,.gi .s�4.w�. � . .. h • ;�° � ;�;;;,' Reply to: Engineering 8.MateMals 7esting r:q;;�-,-.� ..e� i INYERNESS REPORT OF SOtL DENStTY BY NUCLEAR METHOD ASTM D 2922 CUENT: Daty 8 T.�Ich{Fbt�da), Ihc. ADDRES8: P.O. Box 937 CITY�STA7E,ZIP CO�: Lecanto,FL 34480-O�i7 DAl'E O�FIELD TEST3: Augtist 16,2013 .lOB LOCATION: Bus Stop Improvements AREA COHERED BY TE3T: Buildinp Pad CTL,PROJfCT NO.: 1389154.100 5.S LB RAMMER AND 12-IN DROP AASHTO T 88 (STANDARD PROCTOR) PERCENi' LAB PERCENT FlEt� �S7 LOCATION �T OP7IMUM DEN81Tf FIELD bENSI'1Y �� IKI'ERVAL MO{STLJRE ibN'(f3 M0181'tJRE Ibslft3 �N81'!'1f &i,Soulh Pad,Cartiber 0-12" 11A 108.0 T.6 4U7.4 p0 &1,North Pad,Cen�er 0-�2" 11A 708.0 8.0 107.e 100 &16,Cer�r 0-12" 11,0 108,0 8.1 109.6 9B &17,Cer�r 0-12" 11.0 108.0 7.4 106.9 99 &4,cer�er aar 11.0 10H.0 8.4 107.8 10l} 8-19,Ceetle Q12" 11.0 1p8.0 7.2 107,0 96 &iS,Cenbe� 0-12" 11.0 108.0 4.0 106.7 96 8-12.Cen4er 0-12" 11.0 108.0 9.4 106.� 98 RENdJIRKS: �COt1My flE1.D TECHNICIAN; JO The above t�s were perfom�ad ewtd reported In eccordenoe w19�Ihe roferenc�ed ASTM aWed�ce�one. 5400 S. Flodda Avenue I 30 Satelitte�t. Sumter County Ntarlan County Imrerness, �.34450 Leesburg, FL 347r48 (352) 793-31!0 (35Z)622-I i86 �as2� �a�-6aa� (352) 787-i zes Thfs do[ument ahu?I not be reproducec�except Ih tu0,without pNor w�itten apprwul oF Central T Labora {� � estl►l4 tory,inc. 1.V� � L Central Testing Laboratory ��2�� ...-n �._. '..L . � r.'S:�.iw ��C'' . �L��,��(.• . ..• � . . .. En�tteering E.M,nterlals Testing `;_.��`�;i�� Repy to: , r INVERNEBS REPORT OF SOtL DEN8ITY BY NUCLEAR METHOD ASTM D 2922 CUEN'f: Daly 6 Zllch(Fbrida), Inc. ADDRESS: P.O.Box 937 CITY�STATE,ZIP CODE: �ecaMo, FL 344$0-0937 DATE OF PIELD 7'ESTS: Auguat 20�2013 .F08 LOCATION: Bue Stop Improvements AREA COVERED BY TEST: Building Pad C77.PROJEC7 NO.: 1389164.100 5,5 LB RAMMER AND 12-1N DROP AASHTO T-99 (STANDARD PROCTOR) PERCENT t.AB PERCENT FlELO TEST LOCATION �ST OP'FIIIiI�A DEN$1?Y FEELD DENSITY P�E� INTERVAL IAOIS7L[� bs/ft8 MOISYURE �altt3 DENSI'CY Z Canter Q-12" 11.0 108.6 10.6 106.9 68 7,CeMer 0-1 Y 11.0 106.5 8.7 '!07.8 101 -10,Cenler 0-12" 11.Q 106.5 10.8 106.A 98 RFaNARKB: Pesco CoUnty FiELD T�CHNICIAId: SB The aboMS tssts wets petfonn�d and rapoAed ln ecooMence wMh the referenoed NSTM spsdAc�on6. 5400 5. fl«ida Avenue I 30 Satellite Ct. Sumter County Marion CouMy Im+erness, FL 34A50 Leesburg, fL 34748 {352) 743-31 IO (352)672-I 186 (35Z) 7Z6-6447 (352) 787-I 268 '1'hls doc�ment ahaN not be reprodur.ed.�accept in tull.wlthout prlor written approva!o/Centtal Testing I.aboratory,lnc. ,i �.,�' . , Central Testing L.�bora#ory Eg�Z�� ..... ..�.., � ,:►,�-:..�r,�,� - - �,�,:. : . R• n_.�� Englneering 8.Materlals TeSNng ;�.x:��`�; �� to: f �•' FIVN�RNESS REPORT OF SOII. DENSlTY BY NUCLEAR 1llETHOD A3TM D 2922 cuEr�r: �iy�zacn��iaay,tn�. ADDRES8: P.O. Bax 937 CITY,$TA'TE,Z!P CODE: Lecanto, FL 34460.0937 DATE OF�IELD TES'F8: August 26,2013 � JOB LOCATION: Bus Stop improvemer�ts AREA COVERED BY TEST: Buildir�g Pad CTL PROJECT NO.: 't381164.100 5.5 LB RAMMER AND 12-IN DR�P AA8HT0 T-98(8TANDARD PROCTOR� PFJiCEM' i,AB PERCENT FIEL� TE8T LOCATION �� OPTIIAt1�R DENSITY F'�lD DEN8ITY �� i�rr�v,�. �as�ru� eema �as�ru� ��.ms oErrsmr a-s,car�rer a�r ti.o �ae.a �z.a �os.9 9e i RQAARKS: Pasco County FIELD 7ECHNtCiAN: JO Tha ebovs�sts�rere pMom�ed ar�d repotled h a000rdenoe wMh Ute�eieronoed ASTM epeai�one. 5400 S. Fbddx Avenue 13Q Satellite Ct. Sumte►County Marion Ccwnty Irn+erness, FL 34450 Leesbu[g. FL 34748 (352y 793-3 I k 0 (352)6?2-I 186 (352} 7z6-b447 (35Z) 787-1268 }, This tlocumenr shall not be reproduc�d,except ln fult.wfthout prlor wrkten apprnval oF Central Testing Labo►atary,Inc. �') Centraf Testing Laboratory EB�Z�� F.�gineerfr�g b.Materlals Tesring y��:- ` ',�,w. �' .�� R�ep�Y to: . . , .:y. LlV� Ianuary l0,2014 Dsly&Zilch(Florida),Inc. P.O.Box 937 Lecanto,FL 34460-0937 {352)527-0326 Subject: Bus Stop Improvements Pa$co Cowrty,Floricla CTL Project No. 1381154.100 Dear Sirs, As requested,Central Testing Laboratory{CTL}has i�een pmviding materials�sting services for the sbove referenced project. Enciosed yon will find the s�esulta of the testing perfarmed. The testing was performed in�eral accordance with th�procoduns stated on each docume�R. CTL appreciates the opportunity to provide our serviccs on thiis pTOja�. Should y�ou hav�e sny questions c�ncerning these reports pleese do not hesitate to contact our Inverness office at{352)72b- 6447,by fax st{352)7?6-6385 or by�mail at inverness�ctlfl.c�m. Respectfuliy submii�ed, ,a �as� �� .� � 4 . � Tcrry D.Bland � ae� Laboratory Managcr Presi 4 , � Florida: 0 4�� , � . •�r 4�' �,t r� . r��'�'. . enclosurca: Deasity Tcsts 12-20, i2-26, 12-31, 1-03, 1-t}6 cc: File TDBftap 5400 5. Florida Avenue 130 Satelitte Ct. Sumter County Marbn C.ouniy Invemess, fL 3445d Leesburg, FL 34748 (352) 793-31 t 0 (352)62Z-1186 (352) 7Z6-6447 (352) 787-1268 This document shall not be reproduced,except In Fuli,wtthout ptior wrkten approval of Central TesHng l.aboratory�le�c_ , Central Tes#ing Laboratory Eg�� ,giryeerinq 8.Materials Tesdng rw�r ��a, ;r,�w. . . . ...Y • • Repy co: �� '�� INVERNESS REPORT OF SOI�DENS�TY BY NUCLEAR METHOD AST�A D 2922 CLIENT: qaly 8 Zi{ch(Fbrida),lnc. IkDDRESS: P.O. Box 837 CtTY,8TATE,ZIP CODE: Lecatko, FL 34480-0937 DATE OF FlELD TESTS: December 20,2013 .IOB L.00ATtON: Bus Stop Improvemeabs AREA COVERED 6Y TEST: A 23, Bullding Pac! CTt PRO,IECT NO.: 138'!154.1Q0 5.5 LB RAMAAER AND 12-IN DROP AASHTO T-98 (STANDARD PROCTOR} PERCEhT LAB PERCENT FlELD TEST LOCATiON I ERVAt OPTIMUW DEN8ITY FlELD DENSITY DENSiTY MOISTURE Ibs!(t3 �AOIS'TURE Ibsflt3 Driveway Apron itx$P((3as Statlon a12" 11.0 i08.5 4.4 107.4 101 REMARKS: Pasc�Counly f1ELD TECHNICIMf: EL The above�sta were peMom�sd and roported in aocadar�ce wifh the refarenoed ASTNI specilicatior�s. 5400 S. Fbrida Avensre 130 SateUfte Ct. 5umter County Marbn County Irnemess, FL 34450 L.c�sbu�, FL 34748 (352) 793-31 10 (352)62Z-1 186 (352} 726-6447 (352} 787-1268 71�LS documern shall nnt bc reproduced.except tn iuN.without prlor written approval of Central Testinig Laboratory,Inc. Centr�l Testing L,aboratory ��7 ..:. _,. .. ��-� Engineer(ng 8.Materials Testlng :'.-� ReptY m: %' IM/ERNE$S REPORT OF SOIL DENSITY BY NUCLEAR METHOD ASTM D Z922 CLIENT: Daly 8 Zilch(Florida)� Inc. ADDRESS: P.O.Box 937 CfTY,STATE,ZtP CODE: Lecan6o, FL 34460-0937 DA1'E OF FIELD TEST3: Decemt�er 28,2013 .i08 LOCATION: Bus Stop fmprovements AREA COVERED 9Y TEST: Buii�ng Pad CTL PRO.IECT NO.: 1381154.100 5.5 LB RAIAMER AND 12-IN DROP AASHTO T-98 (STANDARD PROCTORy PERCENT LAB PERCENT PIELD 7EST LOCATIOM �� OPTIMUM DENSITY FIELD DENSITY p�� M018TURE IbslRB MOISTURE lb�fl�3 7,West Side of Pad a17' 11.0 108.5 8.2 1U2.7 98 &23.East Side of f�sd 0-�2" 11.0 106.6 4.7 109.4 97 REM/�Rlt�S: Pe�OO County FIELD TECHNICiAN: JG The abave ies�were pertonned snd ropo�tad in aocor�danoe wilh 1he refererx:ad A37'M�edl�adons. 5400 5. fiorida Avenue t 30 Satellite Gt. Sumter County Marlon County Invemess. FL 3445U Leesburg, FL 34748 (352) 793-31 l0 (352)622-!186 (352) 726-6447 (35l) 78�-12b8 � 7his document st►all not be reproduced,except tn futl.without prior wrkten approva!of Cenaal Testir�g Laboratory,Inc. • Centra� Testing Laboratory EB�Z4o� - - ..�,..,,�;,1 e�, - . . ' '� Repty to: F.ngineering 8,Materials Testing �t,�:A. ',��, ' . . INVERNESS REP�RT OF SOIL DENSITY BY NUCLEAR METHOD ASTM D 2922 cuE�: o�y�z�rd,t�b�da�, �n�. ADDRESS: P.O. Bax 937 CITY,STATE�Z1P CODE: Lecarrto, FL 34450-0937 DATE OF FlELD TEST3; Deoember 31,2013 JOB LOCATION: Bus Sbop Improvements AREA COVERED BY TEST: Bus Sbop, Pipe BadcflN Clt PROJECT NO.: 1381954.100 5.5 LB RAMMER AND 12aN DROP AASHTO T=99 �STANDARD PRQCTOR) PERCENT L�8 PERCENT l�tA PERCEN'r TEST LOCATiON TEST DEPTH OPTIIYIUIII DENSITY F1ELD DEN8ITY �� MA018TU1� IbNRB MOISTIlRE bsHt3 &21.W.Side of Wpe.lat LIR 12" 11.0 �06.6 7.8 104.3 86 &21.E.Side of Pipe, 1 st i.iR 12" 11.0 108.5 8.7 1p3.3 97 &21,W.�fe ot Pipe,2nd Lift B" 11.0 106.6 6.9 1 W.6 98 &7,N.Side d Pipe,1 st Ult 12' 11.a 108.5 102 104.4 98 9-7,S.31de of Pipe,lst Liit 12` 11.Q 106.5 9.4 104.8 98 B-7.N.Si[1e Of Pips,2nd UR g" 11.a 106.5 7.0 106.4 99 REMARKS: Pas�CottMy FlELD TECHNtCIAN: JG The above tesfs were pertormed and reporkd fn a000rdanoe with the neferenved ASTM specificationt. 540Q S. Florida Avenue 130 SateBRe Ct. Sumter County Marion Gounty Ir�v�rness. FL 34450 Leesburg, �L 34748 (35Z) 793-31 I 0 (352)622-1 186 (352) 726-64.47 (352) 787-i 268 This document shaU not be rcproduced,excepc in hdl,witfiajt pMOr written�pproval of Cernral TestSng Laboratory,lnc. Central Testing Laboratory �B�Z�� . � . _ s,_�.�-��.�� , Er�ineering 6,Matenals 7estir4g ';:.;€+N�-�: Rep1y to: INVERNESS REPI�RT OF SOIL DENSETY BY NUCLEAR METHOD ASTM D 2922 CiJENT: Daly&Zilch(Flo�ida), inc. ADDRES3: P.O.Box 837 CITY,8TATE,Z!P CODE: Lecarrto, FL 34480-0937 DAT'E OF fIELD TESTS: Uecember 31,2013 JOB LOCATION: Bus Stop lmprovements AREA COVERED BY TEBT: Bus Sfiop, Pipe 8ackflit CTL PROJECT NO.: 1381754.100 5.5 LB RAMMER AND 12-IN DROP AASHTO T-�9 {STANDARD PROCTOR) PERCENT LJIB PERCENT �IELD �� TEST 4.00ATION TEST DEP7H OPTIIYlUM DEN8ITY FIELD DENSITY ��,� MOISTIJR� ibsll�3 MOISTURE Ib� &2{),E Side of Pipe,lst LNt 12" 11.0 108.5 7.4 104.6 98 8-2D.W.&ide af Pipa,lat l.ilt 72" 71.0 106.5 10.0 104.4 98 &20.W.Sids of P�e,�nd LfR 12" 11.0 106.6 T.0 �06.1 98 8-Z0,E.Side of Pipe,9rd Lilt 12" 11.0 106.5 8.2 1M.4 98 &20,Tap af Pipe,4fh Lut 12" 11.0 106.b 5.7 106.Q 98 B-18,E.S�e of Pfpe.#at U1t 12" 11.0 108.b 7.4 1027 96 &18,W.3ide of PIps,lst�.i1t 12" 11.0 106.6 6.7 102d 96 18,E.Slde ot Pipa,2nd Li1t '!2" 91.0 106.5 4.8 104.4 98 AEMARK8: Pssco COUMy FIELD 7ECI�IICIAN: JG Tha Above beats were periorrr+ed and roporbed in acroonda�oe v�t the�ef�d A3TM apeciRcedons. 5400 S. Florida Avenue 130 Safiellite Ct. Sumter Couniy Marion County Invemess, FL 34450 Leesburg, FL 34748 (352} 793-3 i 10 (352} 622-1 186 {352} 726-6447 (352) 787-1 Z68 . This document shafl rwt be rcproduced,except In fu0,without prtor wrttten appro�ral of Central TesHng LaDoratory,i�c. Centr�t Testing L.aboratory ��Z�� .. .. . ... �Y,.�,�,-�:�;°.� `�r�:. � Reply to: Er�glneering 8.Nlaterials Testirig w.�';�:�;.•�;S•� � INVERNES3 REPORT OF SOIL DEN3ITY BY NUCLEAR METHOD ASTM D 2922 CLIENT: Daly&T.�Ich{Florida), Inc. pppREgS: P.O.8ox 937 CRY�STA'TE,21P CODE: Lecanto,FL 34480-0937 DATE OF FfE�D TESTS: January 3,2044 JOB LOCATiON: 8us Stop[mproverr�r�ts AREA COVERED BY T�8T: Bus Stop A 23,Sidewalk, Inb�section of Little Road&Ridge Road CTL PROJECT NO.: 1381154.100 6.b LB RAMAAER AND i2-IN DROP AASHTQ T-99 (ST14FIDARD PROCTOR) I�RCENT LAB PERCENT FlELD TEST LOCATION 1NTERVAL OPTdIAl1M DfNSITY FIELD DENHi7'Y D NSITY MOISTLlRE IbsM13 IMOISTURE bsKl3 50'E of lr�e�sedto� 0-12" 11.6 106.6 3.2 101.4 96 RENA�ARKS: Pasca CouMy FIELD TECHNICIAN: EL The abave lests wene perforrt�ed and reporbed fi aocordance vrNh�e referenoed 113TM speciflc�ltor�s. 5400 S. Flortda Avenue 3 34 Sateltite Ct. Sumter Cour�ty Marlon County Irn+emess, FL 34450 Leesburg, FL 34748 {352) 793-3 I 10 (352)622-I 18b (352) 726-b447 (3S2j 787-1268 17�IS documenc shall not be reproduud,except in fuq,without prt�wrftten approval of Central Testing Laboratory,1�. ;� ,' Central Testing l.aboratory ��Z�� Engineerir�q 8.Materials Testing ,6�•�� `��;=;n',;ri;.E � Reply to: ..a•. � tNVERNESS REPORT OF S�IL DENSITY BY NUCLEAR METHOD ASTM D 2822 CLIENT: Daly 8�Ziich(�lorida).Inc. AODRESS: P.O. Box 937 CITY�STATE,ZIP CODE: Lecar�to, FL 3448C�a937 DATE OF FIELD TEST3: January 8,2014 JOB LOCATI4N: Bus Sfop Improu�emenls AREA COVERED BY TEST: Bus S�p A 2�,W�t D�reway Apron, IMereedJon of Litqe Road R Ridge Road CTL PROJECT N4.: 1381154.100 5.5 LB RAMMER AND 12-iN DROP AASHTO T-99 {STANDARD PROCTOR) PERCENT LAB PERCENT FIELD 7EST LOCATfON �� OPTIMUM DENSITY FIELD DENSITY �� MOISTURE hs/!t8 M�ISTURE bslR3 BP 3ta�on,N.b'ide of Wcl�e Rd. p.12" ti.5 108.5 b.b 107.7 101 Ir�ersectbnof Liltle Ftd. REMARK8: Pasco Couniy FIE1.D TECHNICIAN: EL The sbov�{�ts wart pariormed and rspoteed in aocordorxe wMh tl�e referenced ASTM spec�ticationc. 5A00 S. Florida Avenue 130 Satelllte Ci. Sumter County Mr�rion County Envemess. FL 34450 Letsburg. Fi.34748 (352) 793-31 10 (352)622-1 186 {352) 726-6447 (352) 787-i 268 This document shal)na!be reproducecl,e�ocepc In f�dl,wfthout prior wrhtm aprxwa!of Centrat Testl�g Laboratory,inc -• Central Testing Laboratory Eg�� . ....�,.x��, $�- . .. . .�: . . Engi»eering a.Mater[a1s 7estfng =��,:�_�y�,"�>:" Rep�y m: Inverness Feb�uRry 20,2014 Daly&Zilch(Florida),Inc. P.fl.Box 937 L,ecanto,FI.344bQ-0937 (352)341-4860 Attn:Bud Daly Re: Compressive S�of Concrete Cores Bus Shclttr No.A-14,A-15,A-22,A-23,A-25&B-3 Pasca Cotmty,Florida CTL Pro,ject Na. 138115�t.100 ��.n�y: Central Testing Laboretary(G"'fL)obtained core specim�cns from concrebe slabs idc�ntified as Bus Shelter Nos.A-10,A-15,A-22,A-23,A 25 and B-3 and retumed ta our Im+emess office. The core samples were takea in�ocflrdance with the requirements of ASTM C-42, which is titled� and Te�]�rilled Cores and Saw�ed Beacns of Concrete. The core spocimens were tesc�ed on Dece�mber 3I, 2U13 in accorda�ce with the requirenae�s of ASTM C 42. T�e age of the concrete wes unlrnown at the time of tesbng. No reinforcing wine mesh was observed in the core semples. 'Ihe resutts of the test are es follovsrs: Bus Sheltes A-1Q Coro Na. l Cora No.2 Core Na.3 Uncapped Lengtfi of Core 3.99 inches 4.t 0 inches 3.68 iaches Capped Length of Core 4.24 ir►ches 4.23 inches 3.81 inchea Diameber of Core 3.69 inches 3.69 inches 3.69 inches Retio of Capped Length to Diamet�er I.15 1.1 S 1.43 CorrecEion Fsctor 0.906 0.906 0.906 To�al I.oad 64,190 lbs. 56,010 1bs. 68,260 16s. Camp�ressive Strerigtt►before Corr+ection 6,000 psi 5.240 psi b,390 psi Corrected Compcessive Stcength 5,440 psi 4,754 psi 5.60� psi Average of duee Cores Strer�gth 5,263 p�i 5400 5. Fbrida Avenue t 30 Satellite Ct. Sumtcr County Mar(on County Inverness. FI.34d50 Leesburg, FL 34748 (352) 793-3 l I 0 (352}b22-1 l86 (352) 726-fi447 (3S2) 787-l268 This document sha8 not be repraduced.�zcept in fub,wkhout prlor wrtnen approvaf of Ca�hal TestlrLq LaDoratory,Enc. Daly 8t Zilcil(Florida),�nc. February 20,20i4 Bus�helter Impmvennents Page Na 2 CTL Project No. 1381154.100 �3hcclter A-15 Core No• l Core No 2 Cos+e No.3 Uncapped I�t►of Can 3.76 int.hes 4.06 iaches 3.$I inc�►es Ca�ped I.ength of Core 4.01 inches 4.i 9 inct�s 4.06 ixhes Disnteter of Core 3.69 inches 3.b9 inches 3.b9 inches Ratio of Cspped I.eogtt�to Dism�ter 1.09 1.14 1.10 Correction Factor 0.892 0.904 8.894 Tatsl C.aad 70.710 Ibs. 71,290 Ibs. 70,260 lbs. Compressive Strengti�before Correction b,61Q psi 6,670 psi 6,S�Q psi Cortocted Compressive Strength 5,900 psi 6,050 p�i 5,870 psi Average of thcee Cores Streagth 5.94a psi Hus Sheltcr A-22 Core No. 1 Core N°•2 �No.�3 Uncapped Length of Core 3.58 inches 3.77 inches 3.72 inches Capped Length of Core 3.86 inches 3.90 inches 3.93 inches Diamct�er of Core 3.b7 inches 3.90 inches 3.69 inches R�tio of Cappad Leagth to Diame�er 1.05 i.06 1.08 Correction Factor 0.882 0.884 0.889 Total Lostd 67,910 lbs. 65,670 Ibs. 67,870 lbs. Compressive Sh+ength before Carrectiora 6,350 psi 6,140 psi 6,350 psi Con+ecte�Coimptessive Sttength 5,600 psi 5,430 psi 5,650 psi Average afthrte Cores S� S,SbO psi Bus Shelttr A 23 No. 1 Con No•2 Core No.3 Uncapped L.ength o€Core 4.66 inches 3.76 enches 3.67 Inches Capped Length of Core 4.79 inehes 3.84 iaches 3.92 inches Dia�meter af Core 3.68 inc6�ea 3.68 inches 3.68 inohes Ratio ofCapped L.engdt to Diameter i.30 1.06 I.07 Con'cction Factor 0.93b 0.8$4 .887 Total Load 7b,260 lbs. '79,I10 lbs. 82,390 lbs. Compressive Strongti�bcfore Cornection b,79Q psi 7,440 psi 7,440 psi Correcbed Campressive Sh�ength 6,360 psi 6,580 psi 6,600 p9i Averagt of three Cores Str+tngth 6 510 psi , Daly&Zilch(Florida�,Inc. February 20,2014 Bus Slielter Improvements Page No.3 CTZ Project No. 1381154.100 Bus 5he�ber A-25 Cat�e No. 1 ��.�� Cot+e Na.3 Uncspped Length of Core 4.42 inches 4.66 inches 4.42 inches Capped I.eneth af Core 4.55 i�hes 4.79 inches 4.55 inches Dismeter of Core 3.69 incl�es 3.b9 inches 3.69 inches Ratio af Capped Length to Diameter I.23 t 3d t.23 Corroction Factor 0.925 0.936 0.925 Total Losd 44,670 lbs. 49,90d lbs. 52,704 lbs. Compressive Stnng#h before Cornection �#,374 psi 4,670 psi 4,934 psi Corrocted Cvmpressivc Strcngtl� 4,040 psi 4,370 pai 4,560 psi Average of d�ree Cores Strength 4,320 psi Bus Sheltc�B-3 Co�+e Na. 1 Corz No.2 �qn No.3 U�apped Lengdi of Core 4.73 inches 4.70 inct�os 4.88 inchas Capped Lettgth of Coc+� 4.86 ind�es 4.83 inchcs 5.01 inches Diuneter of Cora 3.68 inche.s 3.68 inci�es 3.68 inc6as Ratio of Cappad Langth w Diamotar 1.32 1.31 1.36 Correction Factor 0.938 0.937 0.943 Tota1 Load 60,550 lbs. 59,090 lbs. 59,090 Ibs. Compressive Strength before Con�ectian 5,690 pa{ 5,550 psi S,SSU p�i Cornecterl Comp�essive Strength 5,340 psi 5,200 psi 5,238 psi Av�rage of d�ree Cores Strength 5,2b0 psi We hope that this informatiot► saiisfies your needs st the p�esent time. Should you have any questions or require additional inforination,please contact our Inveau�offce at(352)726-6447 or by fax at(352)726-6385. Respectfully submitted • � '' � Central Testing Laboratory , �� ' . �'%: ��`� "� � L '' . '' . .,� 't'- :<,' .^l• Terry D.Biaud �n � � � Branch Manager Presid� � « Flori � s 4'�0.4$�30 cc: file •?;�� :••,;! ,t'�: �- .. ••' �� iln�r�. c� �nsr� I Cen#ra[ Testing Laboratory �°°°Z�°� ww�..� � �'�..k M rL �. p_ M {��•Vi Engineering 8.Matertais TesHng IPiVERNE83 Report far Sampie 8�Teating Concrete CNentlPro�ect: Daly&7JId�(Fio�Wa),Inc. �� : P.O.Box 937 qty�Stat��7Jp: Lecen�,FL 3�4460-0�37 CTL Proj�ct NWmber: 1361 i54.100 Qate ot Ffeld Tesf� : August 2i,2013 ��n: Bus Srielbet Impravements Aroa Covere�f by Tast: Sheller B-2D,Cenler o�P�i Spectfic lnformation 8upplivr: , 8et�r Mbt S�t NumMr: 1 T�aic Nutaber; !!8 Total Corscrote(yards): !0 Tiokat Nwnber: 227946 T�uctc Load stre�rards�: �0 Batch TMne : i0:07 AM C�als.6sfar�e Slump: 10 ArrW�l Tlme; �10,30 AM Oals.Aiber Stwmp: 0 Sampie Time: 10:37 AM Total Gds.: 10 Slump: 5.51m:hes Addod by: Contt�e�or Wonfwr: aunny b deer Perc�M Air Cartent: N/A Arnbient Temp.: 89 deg F Unit W't.pbsN�t� N/A Concrets Tanp: . fY//4 C inder lnformatlon Spklme� Ags Total Compreasive A��° Numbar (d�ys) Load(Ib�) 8trenglh(psq �� °a(sq.ln.) Br+�k Dabe 'I�pe oi Failuro Tech mvnsbn 67Q4 r 2�460 2,0�0 �,0! 1283 �'13 4 S6 5708 28 3�,7Q0 �,070 �,0'l ?263 9H8N3 4 3B 670C 28 3A,�l0 $120 4.Of 12Q3 A�BI'13 4 SB 67QD H � Design Slump tf�Om$up�llter TlCket: 4.0InO11BS '�'�, nR: r�s �. �r� ►+�. D�sign 28.�Day 8lr�engtl+: 3��00 Ps! Mbc No.: 01941 Sampling Tech: 8B R�marks: 7sphyfi�is, Pasco County , S� -`' �"'- The above mabedai wea oollectse end repotied In gensral axoCdenoe with A87M C31}C�3�.��d►�� O r� � 12i � , ' � p • t ! � . �Theotbp J.S � � . .�Z �V�,�;rat i 5400 S. Florida Avenue 130 Satetllte Gt. Surnter Coun y� �i A�y � lrnerness, FL 3�4�45Q Leesburg, FL 347A8 (352) 793-3 t I 0 ��-1186 (352� 726-b447 (352) 787-I 268 � TNs documetit ahdl sat be reproduced.excel�t In fuY.wki►aut prfor wrttten approval ot Gentra171esth�g I.AboratarX Inc. Central Testing Laboratory EB OOOlA07 , � .� , . . _ _ E��a n+�,ia�ksn� �'t�: " INVERNE38 Report for Sample&Testing Concrete CNentlProject: Daly&�h(Flo�lda),Inc. Addrose : P.O.Box 6S7 Clty,3tate�Z!p; l.eceMo,FL 34460-0937 CTL Projoct Number: 1351154.100 Da�e af Fleld Tsats : September S,2013 L.ocation: Bus 5helter Impravemeriffi Ara•Covered by Test: 5he�er 8-19,Soufh End of Psd Speciflc Informatton Suppller: Beter Mlx 8et Nunbsr: i Truak Number: Di14 Total ConcreEe�nls): !0 Tlcket Nunnber: 22�219 Truck Load 8tice(yards�: 90 Batch Thns: B.�OOAM Gals.Bofon 3lump: TO Arrtval Timr: 8:46 AM Osls.A1ts�Slump: 0 3smpte Tlme : &58 AM Tot�l Oals.: 10 Slump: 6 3 fno,hes Added by: ContracMr INoatlier: sunny b deer Percent Air Contsr�t: N/a Amblent T�p.: 81 deg F Unit YVt.(Il�slft�) wa Concrete Temp: 84 de�F C inder lnformatton speclnwn a�e rota� compnssh►. AY°� Numb�r (doys) Load{Ibs1 8tr�n�th(psq d�� {sq.tA.) Broak Gab 7yps of��quro T�ch msnsbn �4 7 20,a10 f,890 4.00 i2.57 9/i�Vl3 2 ,�B 3838 28 3$860 2�8�0 �.di 1280 fQ�?M3 �1 S6 593C z8 34,860 �7BQ �.00 iZ57 iQ"!/'18 4 SB SB9D 5B 3r,860 3�OfQ 4.00 l287 fOr1Wf3 4 SB Daslgll Slu�r�p from 8uppiler Ttcicet: 4,0 lnd�es �rr► n�r: �� c. �r� ►,rE. Dealgn 26-0ey Strength: 3,000 psl Il�ix Na: 30 Comm Flber SamplNtg Tecn: eB Remarks: Dade CIly,P�co Counly ....,,,�, `-�� .. U� � -� . �a�'�,..+��.., �`��,. 7he abcve material was copec�ad and reported in generel acoordanoe wMh A3TM��;�9,�d C'iA9.• •. � ' �, �' � '•' .... -�-�---�------__........_.._..._......_ _.,.__..___ _-------.---__-_. --��----...._ .._ .. .. _ . _� __ ._. a '� - � rneodore�. , .e: 5.400 S. Florida Avenue 130 S�►teUlte Ct. Sumter Co� ��,o� lmem�ss,FL 34450 Leesburg, Fl.347�48 (35Z) 793-3110 � 3 (352) 6Z2-)I 86 t3�2� �z6-6aa� {ssz� �s�-�2� This ciocume�t shaN not be rcproduced.e�aeept In fu8.wlthout�xbr w�itten approval pf Centra!Tesfir�g l.eiboretory,ix. �� Central Testin� Lavoratory �0°°Z�°' . .�:. ... � Repfy co: En�{neering b.Materlals Testing 1liNERkE88 REPORT OF SOIL F3EIJSiTY BY MUCLEAR METHOD ASTM D 2922 � ��; Daly 8 Zilch(Flotida),Inc. ADORESB: P.O.Box 937 CRY�STATE,ZIP CODE: Lecento,FL 34480-0937 DAT'E OF flELO'f�STS: Sept�rnber 4,2073 JOB LOCATION: Bus Stpp lmprovemer�is AR�A COVERm BY TEST: BuHdinp Ped CTL PROJECT NO.: 1981154.100 5.5 LB RAMMER AND 1Z-IN DROP AASHTO T-89 (STANDARD PRQCTOR� pERCEN�' I.AB PERCF.NT FIELD �� TE8T LOCATION �ALRy OpTiMWlI DENSRIf �EELD DENSITY DENSITY At0!$'1'URE ibsl(t3 M018'�URE ib� g.g,C�� 0-i2" 17.0 108.b 8.6 i06.4 09 g.p,�� Q-12' 11.0 108.b 8.8 104.8 98 I RENIARKS: Pas�a Cottnty FIEl.D TECHMCIAN: BB I oerlly lhed Ehe above ts.�s��ne qpr6Qrtned and rsporbd in sooadanoe wqh tF�'Ad�noe�A�TI��e,dllcaUoms. . ,' .:i •� ,,� I C'a : . �. `�. � �. J. P. ;,a �"':�,' Fbflds � •' �4+°' rf�/!�� '"�•�5�� 5400 5. Fbrida Avenue I 30 Satelllte Ct. 5umter Gounty Marlon Counry Irnremess,FL 34450 Ltesburg.FL 3+4748 (35Z) 793-3110 (352}622-1186 (352) 7Z6-fi447 (352) 787-125$ � Thk document shal)not 6e reproc�.ed.e�acept In Fuik,wJthouc prbr writcen apprava�of Cermal7iestUwg I.aboratay.Inc. � Central Testing Laboratory �°0°�°' .�.._�... .w.�h. .., , .. �►ro: Englneer{ng a.Materlals Testfng fNVERNE88 REPORT OF SOIL DENSRY BY NUCLEAR METHOD ASTM D 28Z2 CLIENT: Oaly 8�Zlich(Fbrkla)� lna ADDRE88: P.�.Box 937 CRY,8TATE,ZIP CODE: Lecattbo, FL 3�4460-0937 DATE OF FlELD TESTS: 3ep�nber 8,2013 JOB LQCA'rtON: Bus Stop Improveme�s ARFJ1 COV�iED BY TF.�T: Building Pad CTL PROJECT NO: 1387154.100 6.5 Lg RAMMER AND 92-tN DROP AA8HT0 T-99(8TANDARD PROCTOR) PERCEN'r !AB P�RCENt' Ft�LO P��NT TE87 LOCATiON �� OPi'�AtAI DEN8RY FlELD DENSITY DEN8ITY IIIOISTURE h�Ml3 NOISTURE b�fR�3 p�� 0-42" 11.0 106.Q $.1 107.7 10D i < R�MARItS: PeoOO CouMy FtEi.D 1'ECHNICIAN: JG 1 cerdly tlwt tlw abo+re teds we�s�atflr+�Ned pnd ropormd h��coord�noe wRh tl�s��4e�d,A'� '�' . e ' ,� � • a �� : . � Theodoro J. �,E, .� ��v.=.,�t Florkia r !/�/, ��''•..... '��,'� '•,, ` r 4�apt ..� 5400 S. Florlda Avenue 130 SateUlte Ct. Sumter County Mallon Gounty �nverttess. FL 34450 I.eesbur$FL 347�48 (352)993-3 t 10 {352)522-I 186 (352j 726-6447 (35Z) 787-1268 � This docurneot shsM not be reproduced.accept In�ull.without ptlor wHtben apprwai of Centrai'festtng Labo►atay.lnc. Cen#ra1 Testing Labora�ory Es 000z4o� ........._..w.. .�. ,. .__ .. �_ �� Repy co: Engineerirwg b.f+Aattrfals Testing IM/fRNE8S REPORT OF SOIL DENSITY BY NUCL,EAR METH4D ASTM D 292Z CU�N7': Daly d�Zikk�(Flonide),Inc. ADDRE88: P.O.HOx 937 CITY�STATE,ZIP CODE: LecaMo,Fi. 39480-0937 DATE OF�IEtD T6STS: September 11,2093 � JOB LOCATION: 8wa S'top fmpravements AREA COVERED 8Y TEST: Buildlr�Pad.Dt�vewaY CTi.PROJECT NG.: 43811b4.100 6.5 LB RAMMER AND 12-IN DROP AASHTO T�99 {STANDARD PROCTOR) PERCENT LAB PERCENT FlELD PERCENT 7EST LOCA'�N IM'ERVAL OPTlM1JM DEN8ITY FIELD DENSITY pEN81TY 11101STURE IE�lft3 M018'1'tJRE �eo�,End a,r ��.o toe.s 2.s ,os.e �oa e-�,c�,e�r at2° ��.o toe.6 e.� �oa.s �oo ,goutl��nd Er�lranoe 0-12" 41.0 108.b 8.8 108.1 100 REIAARlGB: Paeco CoUnq► FIEL[3 TEC�INICfAN: 8B 1 oarUy th�tl�e ab�ve b��p�o��e�d ropafied ln acooManoe tidd��q�de�prorMddd�4�pedlfcatloi�• ,� 4 'o,w ��r` � ,,�'�.:L.`. � •� i t• _� '1'Fboda�d. p.E �+��,� FlorkJe i�ep �p, ,�.��,��;'' �,," ��j r��r#� 54fl0 5.Florlda Mrenue 130 Satelllte Ct. 5umter GouMy Marbn Gourny Invemess,FL 34450 Leesburg, FL 34748 (3S2j 793-3110 (352)67.2-1186 (35Z) 7Z6-64�7 (352)787-1268 � Thta dowment sheN not be�eprochued.e�ocept tn fufl,wltlwut prlor written approval of Cenhal Testklg LaboratorX Inc. I Central Testing Laboratory � ��Q� . . ...» .s�_,r. .. . .. � Rl�l t0: Er�giru�ring a Materials TesNng INVERNESS Report for Sample �Testine Concrete CllandProj�ct: Daly&Zi�h(Flo�ida),Ina �� ; P.C).Hox 937 City,Stste�Zip: Leca�tto,FL 34480-0037 CTL Project Number: 1351154.100 Date of�feld Taste: Sapfiember 11,2018 �: Bus ShNber Improvamenls Aroa Cawrsd by Teat: 8hel6e�&22,South End ot Pad Specffic tnt�otmetion Suppller: 8eter A�Ibt' .. Se!Numb�r: 1 Truck Number: 1 f 9 Total Conc�e b►arc�): 6 T1ck�t Numbar: 226479 Tn�ck Load 81ze(perda): 8 Butch T1me: 9:68 fIM C�Is.Bstore Slump: a Arrival TNne: 1G:l6AM C;als.Aiter Slump: 0 S�mpls Tims: 10:32 AM Tota3 Qals.: 0 abmp; 3.7b Mvhes Addsd by: N/A Weither: srrnny&deer Pen�ent Air Cant�r�t: WA AmbhnE Temp.: 84 deg F Unit Wt.(bs/R�1 N/A Concrele Temp: 82 deg F C inder Infonnation Specimen Aga Tot�l Comprrphre Aw�ys Nurr�bQr (days) Lo�d(Ibs) Stren�th(psQ DbmstarlDl Ar�aa(sq.in.) Breik Date 'T'ype of FaNuro T�ch msnsMr� �q 7 34,8f0 2770 4.00 'l2bT B/18rf3 � S8 � � �2,270 3,360 4.0! f�80 1Q�'13 4 S8 � 28 44�4b0 �b00 4.02 i2� �Q�fB 4 SB �1D H � DesIQtl 8ltttnp trom$upp1M1''[iCkst: 4.0 ll�Che� + �nr ms s M. +r�s �r� D�slpn 28-Day 8frw�pth: 3,000 pa! Nlbc No.: 80 Comm FJI6er 8ampBng Tech: 8� , R�tks: Dade City�Pasco County �,�� -� - The above maisrlsl was oodecEee and reporled fn general ao�ordenoe with ASTM C��99','�1��,�,�`•. � :,. }��i► ° �.'.�' . •� a . • ,. M TtwodorQ+l•' .P.E. ,.- �%. FIo a R ��° 5+400 5. Flarlda Aarenue 130 Satellite Ct. Sumte�Coun� , nty Invemess,FL 34450 l.eesburg, FL 34748 (382j 793-31!0 �'�°=.�35 bZ�-t 186 (35Z) 726-6447 (352) 787-1Z68 Thls documatt shal!not Ix tep►oduccd.except In fuR,wlthaR prlvr wAtten approval oI Centrai T�tN�g Laboratorx L►c � Centra! Testin� Labor�tory ��2407 . ..�.._ _:. � • � Enginee�ing 8 Nu►terials?�sting �� a '' INI/ERNESS Report ior Sample &Testing Concrete c�Ism/Pro�e�t: oaly 8�ztk�,(Floride),�nc. �d�: P.O,Box 687 C��q��p; Lec�to�FL 34�16Q-0937 CTL ProJe�!Numbor: • 1351154.100 D�e��teld Tesbs: BePben'�ber 17�2Q13 L�tion: Bus shelter Improvements Area Cownd by T�t: Sh�6er 8 2.North End M Pad SpecHic Intormatton � Suppller: 6eter MYx Set Numbar: f Truck Number: i33 Total Concrote(yards}: 26 'riaket Number: 228822 7'ntcic L.owd 8lze(yartk): 10 Batctr 71me: ?1:63 AM G�k.Brton Stump: �8 Arriv�l Ttme: 1210 PM ��k.Afit�r Siump: 0 Sampto 71me: l236 PM 7ohF G�Is.: l0 Stump: 3.b01nches Added by: tlonir+ador Weatlw�r: sunny 6 daar Psresnt Alr Conbent: Wi4 Ambi�nt Temp.: 88 deg F UMt W't.p�) N/A Concrab Temp: 8�t�r F C inder Infom�atton Sp�chnen Age Tottl La�cE Compnssivo A��° Numbe� ldal►s) ((ba} g�e��} DMmftarlDf Arra(sqJn.) Brsak Uate Typa of F�Nut+e Tech Inwisbn b�/l T 45y�40 $80Q 4.01 1269 A�UY9 6 SB 5� 28 5�,630 �,OSD 4A1 1280 1Q75�'f3 4 S6 6�9C 28 91,400 �,B80 4.Oi f2B3 l�+Y6l'r3 b 58 69A� N Ndd pv�qn 81wnp froin 8uppller 7ickot: 4.0 Irn�hes �r+c� rrr: u�c s �+is� +rc i+ee s Desl�28-D�y 8trer�th: 4.000 psl 1A6c Na.: 40 Comm Flber Sernplind Ttch: BB Remarlos: Dsde Clty,P�sco County ��'��E ' ��•A The ebo�re materlal was oollecbe and r�eporbed In genetal acoordanoe with ASTM t�..E39;'s�itt C1�.� .-�.' �' �' � . . � r � �� . Thead : ��: 5400 5. Fbrida Avenue 130 Sateilite Ct. Sumter Goun�� i �'�unty Invern�ss,FL 34450 t.eesbcag. Fl-34748 (352) 793-31 10 ''�35i)622-1186 (352) 77..6-6447 (352) 787-1 Z68 � lt,es d«.umenc sf+�u�noc bn rep►odu�ed.e�6cepc m rl�l.wtthouc prlor writcen a(�p�o�vai or eenK��l+esnng Laborac«y.�nc. k Centra[ Testing l.al�oratory EB°°°�°' ...._ ... ,��,_ �' �,to: Engineeri�8.Materla[s Testfng .�;, �."",�• :; INVERNESS Report for Sampie &Testlng Concretie osy 8�ZWch(Florida},tnc. C11�t/ProJoct: P.O.8ox 937 Addross: City�StatQ�ZIP: Lecanta, Fl 34460-093i CTL Projvct Number: ��'�� Dato of Fiaid Tssts: De►oembet 20,20t3 Location : Bua Shelter Imprnveme�ts Area Covered by Test: 8us Shelter A-23,W. Driveway Apron for Bi��aa St�ion�NW Comer of Ridge Raad &Little Roed $p@C�flC If1�Or1!'18tIC�i SupP��'� B�erMbr Set Number: � Truck Num6et: S8 Tatal Conct+ate(yards}: 10 Ykket Nambvr: 627?47 Trudc Load Sizo(yard�): f0 e��: g:aO,qM Q�le.BeToro Slump: a ARivai Tlm�: 9:35 AA�I (ials.Aftar Slump: 10 S�imple Time: 8:�40 AM Totat t3als.: T+� Slum�: 3.0 lnches Added by: Finishsrs Wsathar: sunny Ren:aM Air Conterrt: WA Ambf�t Tomp.: 85 dep F Unit Mlt.(lbaltt� N/A Conarate Ternp: 74 dep F inder Infiormation gpecimen Aes Totet Load Compressive AvKage Number (drys) (tbs) $trenpth{psq DfametsrlDi Aroa(sq.in.} Break D�t�e Typ�of Fatluro 'T�ch m�nsior� g�,q 7 53,530 4,240 4.Oi 12.83 '12/27h3 5 56 �g pg �i,p30 5,820 4.Ot 12.83 f/1T/i4 4 S8 g55C 28 86,Z00 5,�f00 4.01 12,83 lH7l'!4 5 SB B56D H Hd� Deslgn 81ump trom Suppli�r T�cket: 4.0 inches ""` "'E t `"t s ""a '�s '"�s Design 28-Day Strongth : 4.000 ps! Mbc No.: 4000 Ca►►mem�el Santpling Tech : EL Remarks: 4221 W.Gul�to Lake H�hway, Lecanta -: �t.- ' cr , The above materisf was colincted and reported in ge�neral acc�dance witlti ASTM��•;�39,sind C�'4B. �- '�� +� �� y ._ • D � T}1C0�'�. ��. ..'� . 5400 5. Fb�ida Avenue I 30 Sateliite Ci. Sumter Cflurit�da �, b'�Counry lnverness, FL 34450 l.eesburg. fL 34748 (352j 793-3110 � � �352) 622-I 186 (352) 726-64d7 (352) 787-1268 Thls document shall na be r�eproduced,noCCpt in full,wlthout prlor writte�approva)of Central Testlrlg Laboramry.In[. � � � � � � � P � �I w '�1 � � ? Q� �C �N � : ._�:�� _ O W w � O � �� d§ � q � Zo „ z z� �I'c� � w � � � OO w � �J d ��i � � JN za;at< � � ti z �' � � �� " � t1 c�� o- W ~1 q � � � �,o� � . � � � � � � � w w �� s0] � � � - Z��]/ _ �oo LL �] Q �fL ~. N N� .A , ; • O Q F' �' � U � � � �z � � �3 � . 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