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Home My WebLink AboutThreshold Inspection Report March-July, 2005 /20D~:, D~;; 23 :::'14J3Dl F\{~( r:: Dl _'~.~__.",m_~~"'-.____'_'_"~___"<'_"""_"_~~_"'_'_"~.'".......-,~_.._____._'_ _..__," "'___'__. ._...____._,.____.._".... .----,,~._"___.""..~___ .. CI/INJf$uItlWIJ " 111lmllltil/ DATE: 'rIME: ___"__,____"'__M- ~\1 """'''"'-'-'......,.__._....~~.._-~"~-- TOTAL TO: NAME: CITY; FA..X _._"-~_.._~......._......"...........II"~.._._~._...-"-'~".........""""".~...".__.._._._""'_..,..;..~_,">>"',"..,...._..____~_____""'<.,..---,..~~. FROM: ---.~-___"'__.~...."'t~l1'~l.',I'i'.lJ")'...__...___..WoHIII'l~Ii:-\I,;0lI_""._~~~~~l!lIWM~ -_._'~---_~......,._..-_"_m_,""',_......,.,...."'_.._._.___~.__.___.,~~,__._*~",..'""""'""'_.'._.~_.__^_..___"'_.._'"~,_~.."'_-...,.,..,.".,..,.,_,_..,......._~.~~..~._.___",...---'-",......."'*__._____. 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CONSTRliCHllN n:~,;tt,,(; ^,,,1} QUAUTY CONTFlOL .. 1l1l.o0k'li.N!) PA V~Mf~l'fI CON!;tJl.TING . m:DIC~ n:~) PROOlF;(:'1' 'U;S'UNt; ANil< I)\'g>'ECm)l'\ " (;~;on:C!iNlC AIL E?"IG[N'KR1JUt'lG ~ Ii:N'VJII/ii;ONlo/~!rirAi, A,~.1!> A)!:F.&;Sl'(~ M.ANAGEl\tEN'1 " .Il.N.i~l. VTIC,U._ !ilDiVICES ____'_"'..."~~o..m.o._~"""...,.....~..~_.._~~.______"~..._._.m__~__-"..-__._._..____..~_...__._m___,____'____ '. "'..m"D'''_'"___'_~_,,~,__,,_.,.____.___ ;;:f()T78:;:_i;inm,1 Si~.:Irl;ice Jf-;CUStriae". ~r1'~_.... 17.48 3-3/1d St'"vet~' Or'lfinGO, f=L 328-39~' Ptl(,n(= 4()11$(J4-5S€(~ 011. Fax ,:;,0"11'304-f:561 .,-,."""".",,.~_._-_.._~-_...."'.''''-~'-~'''''~-~~--._._~"""..~_._-----"....._--".~-,"_..,,-~-,-_."_._--,~..,~--,,-_..~--- Su~ fur :md S!l!:rvil.1es 01 /fl2lfJ 5 .Re!>k.ll'l,,,~~ .l.J:m PSI # 761.50044 Cootnv.:tor: WtlJbro R;;'lllliirb r inlll Steel Slab. Cast '7 sets of cum;ret.e Minol' slab and cast I t:let on did ~tot have d\!ttaU tl{)or bfmwithin slabs edge of eh..'Vat01' area. Candy cane bars of3'8"- MK412 Wf:re installed reverse side of 18" on center per request. Concrete and grout were WI.thin project specifications Rei.nforcing Steel was arem;; "A", Pi.cked up and l:mn3pol'U'd samples lc13.St from 6(27/05 to our lab was a.re:8s: 2ac FklOl" First Truck rejected due to Cai$! grout prisms for time. -<.".,..'--_~,"i'-~.'~""",'."",___,..-......;..-,~..~I.-'_"."'~-___~'_~_":_'_'_-,...."""-'_'_~',. ,-"_''''""-_",-''_''.:;'-''''.,-,--.-"~'.':<.,.-__.,.",,.',,~,-..,',,,_,',,'."".., '__'_",,_.' ,.-,...,...",,___ .""'__'-~'''',~'~''___ '~'''__'''_._~_..'"~________ ... ~'fO~~~;'$fon.?.-! ~rvk,() rtnjiJ,Btrl~~> in::;., ~ 1748 3~~;'d Stf(,,,,<'St *' O~h:tndQ! Fl." :J2839 ~ Phor':~~ 4(";7i:)(M.-55ti(; -!;i Fax 4();/;.:H).!$..!:tse'l Engineering.. Consulting.. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Down cells: eMU walls and pilasters, col. Line Q to V-1 to 16, H.3 to T-17 10 41-2nd floor Sampled: approx. col. Line S-7 Date Placed: 7/7/2005 Technician: M. Odom Time Batched: 12:15 PM Supplier: Rinker Time Sampled: 12:55 PM Delivery TickeUTruck No.: 92472383 Slump (in) (ASTM C143): 10.25 Mix No. & Proportions: 1162918 Air Temp. (F): 93 Concrete Temp. (F) (ASTM C1064): 85 Date Received in lab: 7/8/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 73 A 7 7/14/2005 33000 3.50x3.50 12.25 2690 Tvee 1 B 28 8/4/2005 48500 3.60x3.70 13.32 3640 Tvee 2 ,... 28 8/4/2005 50000 3.50x3.70 12.95 3860 Tvee 1 \J H Specifications: 3000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561 . Build On Engineering. Consulting.. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section C, 3rd floor elevated slab, col. Line 6.5-97 Date Placed: 7/11/2005 Technician: J. Kilderry Time Batched: 7:02 AM Supplier: Rinker Time Sampled: 8:00 AM Delivery TicketITruck No.: 92479783 Slump (in) (ASTM C143): 6 Mix No. & Proportions: 1156016 Air Temp. (F): N/A Concrete Temp. (F) (ASTM C1064): 87 Date Received in lab: 7/12/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type - No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 74 A 3 7/14/2005 124000 6.00 28.27 4390 Tvoe 1 B 7 7/18/2005 153000 6.00 28.27 5410 Tvoe 1 C 28 8/8/2005 204500 6.00 28.27 7230 Tvoe 1 D 28 8/8/2005 209000 6.00 28.27 7390 Tvpe 1 H Specifications: 4000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications 7 gallons water added to concrete Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561 Build On Engineering II Consulting.. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CAN A VERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section C. 3rd floor elevated slab, col. Line J-96 Date Placed: 7/11/2005 Technician: J. Kilderry Time Batched: 7:44 AM Supplier: Rinker Time Sampled: 8:38 AM Delivery Ticket/Truck No.: N/A Slump (in) (ASTM C143): 7 Mix No. & Proportions: 1156016 Air Temp. (F): N/A Concrete Temp. (F) (ASTM C1064): 88 Date Received in lab: 7/12/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 75 A 3 7/14/2005 121000 6.00 28.27 4280 Tvoe 1 B 7 7/18/2005 152500 6.00 28.27 5390 Tvpe 1 C 28 8/8/2005 201500 6.00 28.27 7130 Tvpe 2 0 28 8/8/2005 200000 6.00 28.27 7070 Tvpe 1 H Specifications: 4000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561 ..--.--.- Build On Engineering.. Consulting.. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section C, 3rd floor elevated slab, col. Line N-90 Date Placed: 7/11/2005 Technician: J. Kilderry Time Batched: 8:52 AM Supplier: Rinker Time Sampled: 9:16 AM Delivery TicketlTruck No.: N/A Slump (in) (ASTM C143): 5.5 Mix No. & Proportions: 1156016 Air Temp. (F): N/A Concrete Temp. (F) (ASTM C1064): 88 Date Received in lab: 7/12/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type * No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 76 A 3 7/14/2005 104500 6.00 28.27 3700 Type 1 B 7 7/18/2005 137500 6.00 28.27 4860 Type 1 C 28 8/8/2005 176500 6.00 28.27 6240 Type 1 0 28 8/8/2005 179000 6.00 28.27 6330 Type 2 H Specifications: 4000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560' Fax 407/304-5561 Engineering.. Consulting" Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section C. 3rd floor elevated slab, col. Line R-96 Date Placed: 7/11/2005 Technician: J. Kilderry Time Batched: 9:23 AM Supplier: Rinker Time Sampled: 9:45 AM Delivery TicketlTruck No.: 92480805 Slump (in) (ASTM C143): 6.5 Mix No. & Proportions: 1156016 Air Temp. (F): N/A Concrete Temp. (F) (ASTM C1064): 86 Date Received in lab: 7/12/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 77 A 3 7/14/2005 100000 6.00 28.27 3540 Type 1 B 7 7/18/2005 124000 6.00 28.27 4390 Type 1 C 28 8/8/2005 170000 6.00 28.27 6010 Type i D 28 8/8/2005 172500 6.00 28.27 6100 Type 1 H Specifications: 4000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.' 1748 33rd Street. Orlando. FL 32839' Phone 407/304-5560 . Fax 407/304~5561 ---...,-..- .-.....-......-- Build On Engineering.. Consulting.. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN AUn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section C, 3rd floor elevated slab, col. Line R-85 Date Placed: 7/11/2005 Technician: J. Kilderry Time Batched: 11:02AM Supplier: Rinker Time Sampled: 11:55 AM Delivery TicketlTruck No.: 92481511 Slump (in) (ASTM C143): 7 Mix No. & Proportions: 1156016 Air Temp. (F): N/A Concrete Temp. (F) (ASTM C1064): 89 Date Received in lab: 7/12/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type set ~qlin-deT Kga 0 ,-va... No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 78 A 3 7/14/2005 107000 6.00 28.27 3780 Type 1 B 7 7/18/2005 143000 6.00 28.27 5060 Type 1 C 28 8/8/2005 185000 6.00 28.27 6540 Tvpe 1 D 28 8/8/2005 187500 6.00 28.27 6630 Tvpe 1 H Specifications: 4000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. F~x 407/304-5561 Build On /Engineering.. Consulting" Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A1AAcquisition Group LTD., LLP Project: RESIDENCE INN Alln: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section C, 3rd floor elevated slab, col. Line L-79 Date Placed: 7/11/2005 Technician: J. Kilderry Time Batched: 12:32 PM Supplier: Rinker Time Sampled: 1:10 PM Delivery Ticket/Truck No.: 92482629 Slump (in) (ASTM C143): 7.5 Mix No. & Proportions: 1156016 Air Temp. (F): N/A Concrete Temp. (F) (ASTM C1064): 90 Date Received in lab: 7/12/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type ;:jet . I"\~'" VI ~~ ,- -., No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 79 A 3 7/14/2005 109000 6.00 28.27 3860 Type 1 B 7 7/18/2005 144000 6.00 28.27 5090 Type 1 C 28 8/8/2005 186500 6.00 28.27 6600 Type 1 D 28 8/8/2005 182500 6.00 28.27 6460 Type 2 H Specifications: 4000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560' Fax 407/304-5561 --.-- REPORT OF CONCRETE COMPRESSION TEST Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN Alln: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section C, 3rd floor elevated slab, col. Line S-71 Date Placed: 7/11/2005 Technician: J. Kilderry Time Batched: 2:09 PM Supplier: Rinker Time Sampled: 2:50 PM Delivery TicketlTruck No.: 92482629 Slump (in) (ASTM C143): 7.5 Mix No. & Proportions: 1156016 Air Temp. (F): N/A Concrete Temp. (F) (ASTM C1064): 91 Date Received in lab: 7/12/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type ;>el ""l::t'" VI ,-va.. No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 80 A 3 7/14/2005 97000 6.00 28.27 3430 Type 1 B 7 7/18/2005 137000 6.00 28.27 4850 Type 1 C 28 8/8/2005 179000 6.00 28.27 6330 Type 1 D 28 8/8/2005 180000 6.00 28.27 6370 Type 1 H Specifications: 4000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560' Fax 407/304-5561 -----,--,-,-,----,----. '_m__ Build On Engineering.. Consulting.. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN AUn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Down Cells: CMU walls and pilasters, eol. Line A to G and 1 to 14 on 3rd floor Sampled Approx. Col. Line A-1 Date Placed: 7/27/2005 Technician: M. Odom Time Batched: 2:28 PM Supplier: Rinker Time Sampled: 3:15 PM Delivery TicketlTruck No.: 92538448 Slump (in) (ASTM C143): 9 Mix No. & Proportions: 1162918 Air Temp. (F): 87 Concrete Temp. (F) (ASTM C1064): 88 Date Received in lab: 7/28/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compress ive Type ;:Jet uY"IIUer Rye ". No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 93 A 7 8/3/2005 47000 3.50x3.60 12.60 3730 Type 1 B 28 8/24/2005 C 28 8/24/2005 H Specifications: 3000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561 REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Columns: line U-7, U.1-9, S.1-16, S.2-19, S.2-24, S.1-26, S.2-28, S.2-33, S.1-35, S.2-37 (3rd floor) Sampled column S.2-19 Date Placed: 7/28/2005 Technician: M. Odom Time Batched: 12:33 PM Supplier: Rinker Time Sampled: 1 :37 PM Delivery TicketfTruck No.: 92542509 Slump (in) (ASTM C143): 7.5 Mix No. & Proportions: 1176322 Air Temp. (F): 85 Concrete Temp. (F) (ASTM C1064): 86 Date Received in lab: 7/29/2005 Air Content (ASTM C173/C231t N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 101 A 4 8/1/2005 103000 6.00 28.27 3640 Tvpe 1 B 7 8/4/2005 117500 6.00 2827 4160 Tvpe 2 C 28 8/25/2005 D 28 8/25/2005 Specifications: 5000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561 ,--------_.--- Build On Engineering.. Consulting.. Testing REPORT OF GROUT COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN AUn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Down cells: CMU walls and pilasters, col. Line H.3 to U and 13to 41-3rd floor Sampled column L-17 Date Placed: 8/1/2005 Technician: M. Odom Time Batched: 7:05 AM Supplier: Rinker Time Sampled: 7:45 AM Delivery TicketlTruck No.: 92549669 Slump (in) (ASTM C143): 9.5 Mix No. & Proportions: 1162918 Air Temp. (F): 78 Concrete Temp. (F) (ASTM C1064): 83 Date Received in lab: 8/212005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Prism Prism Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 102 A 7 8/8/2005 45000 3.65x3.70 13.51 3330 Type 1 B 28 8/29/2005 C 28 8/29/2005 Specifications: 3000 28 days REMARKS: X Prisms made by PSI Prisms made by Contractor X Prisms picked up by PSI Prisms picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561 Engineering" Consulting" Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Columns: Line 5.1-68, 5.2-70, 5.2-75, 5.1-77, 5.2-79, 5.2-84, 5.1-86, U.1-94, U-96 (2nd floor) Sampled: Column 5.1-77 Date Placed: 7/6/2005 Technician: M. Odom Time Batched: 1 :40 PM Supplier: Rinker Time Sampled: 2:35 PM Delivery TicketlTruck No.: 92468132 Slump (in) (ASTM C143): 4 Mix No. & Proportions: 1176322 Air Temp. (F): 92 Concrete Temp. (F) (ASTM C1064): 86 Date Received in lab: 7/7/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compress ive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 72 A 3 7/9/2005 108000 6.00 28.27 3820 Tvpe 1 B 7 7/13/2005 142000 6.00 28.27 5020 Tvpe 1 C 28 8/3/2005 180000 6.00 28.27 6370 Tvpe 1 0 28 8/3/2005 178500 6.00 28.27 6310 Tvoe 2 H Specifications: 5000 28 days ,. REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561 FL Engineering Business 3684 Engineering. Consulting.. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section C, 4th floor slab approx. col. Line L-97 Date Placed: 7/27/2005 Technician: J. Kilderry Time Batched: 8:13 AM Supplier: Rinker Time Sampled: 8:52 AM Delivery TickelfTruck No.: 9253 Slump (in) (ASTM C143): 7.5 Mix No. & Proportions: 1156016 Air Temp. (F): 85 Concrete Temp. (F) (ASTM C1064): 92 Date Received in lab: 7/28/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 94 A 3 7/30/2005 112000 6.00 28.27 3960 Type 1 B 7 8/3/2005 141500 6.00 28.27 5010 Type 1 r- 28 8/24/2005 v 0 28 8/24/2005 H Specifications: 4000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications 10 gallons water added to concrete Concrete sampled in accordance with ASTM Ci72 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561 FL Engineering Business 3684 Build On Engineering.. Consulting.. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN Alln: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCA nON: Section C, 4th floor slab approx. co/. Line A.5-98 Date Placed: 7/27/2005 Technician: J. Kilderry Time Batched: 6:23 AM Supplier: Rinker Time Sampled: 7:22 AM Delivery Ticket/Truck No.: 9253 Slump (in) (ASTM C143): 5 Mix No. & Proportions: 1156016 Air Temp. (F): 82 Concrete Temp. (F) (ASTM C1064): 94 Date Received in lab: 7/28/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type . -~ No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 95 A 3 7/30/2005 97000 6.00 28.27 3430 Type 1 B 7 8/3/2005 130000 6.00 28.27 4600 Type 2 C 28 8/24/2005 D 28 8/24/2005 H Specifications: 4000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561 FL Engineering Business 3684 Engineering.. Consulting" Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section C, 4th floor slab approx. col. Line F.5-92 Date Placed: 7/27/2005 Technician: J. Kilderry Time Batched: 7:29 AM Supplier: Rinker Time Sampled: 8:07 AM Delivery TicketlTruck No.: 9253 Slump (in) (ASTM C143): 8 Mix No. & Proportions: 1156016 Air Temp. (F): 84 Concrete Temp. (F) (ASTM C1064): 92 Date Received in lab: 7/28/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 96 A 3 7/30/2005 96000 6.00 28.27 3400 Tvpe 1 B 7 8/3/2005 117500 6.00 28.27 4160 Type 1 C 28 8/24/2005 0 28 8/24/2005 H Specifications: 4000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561 FL Engineering Business 3684 Engineering.. Consulting.. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN Alln: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCA TION: Section C, 4th floor slab approx. col. Line 5-97 Date Placed: 7/27/2005 Technician: J. Kilderry Time Batched: 9:04 AM Supplier: Rinker Time Sampled: 9:30 AM Delivery TicketlTruck No.: 9253 Slump (in) (ASTM CI43): 7.5 Mix No. & Proportions: 1156016 Air Temp. (F): 86 Concrete Temp. (F) (ASTM Cl064): 94 Date Received in lab: 7/28/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 97 A 3 7/30/2005 108000 6.00 28.27 3820 Type 1 B 7 8/3/2005 137500 6.00 28.27 4860 Type 1 C 28 8/24/2005 D 28 8/24/2005 H Specifications: 4000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications 10 gallons water added to concrete Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560. Fax 407/304-5561 FL Engineering Business 3684 Engineering II Consulting II Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Atln: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section C, 4th floor slab approx. col. Line U-87 Date Placed: 7/27/2005 Technician: J. Kilderry Time Balched: 9:24 AM Supplier: Rinker Time Sampled: 10:14 AM Delivery TicketITruck No.: 9253 Slump (in) (ASTM C143): 6.5 Mix No. & Proportions: 1156016 Air Temp. (F): 87 Concrete Temp. (F) (ASTM C1064): 95 Date Received in lab: 7/28/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 98 A 3 7/30/2005 102500 6.00 28.27 3630 Type 1 B 7 8/3/2005 142500 6.00 28.27 5040 Tvpe 2 C 28 8/24/2005 D 28 8/24/2005 H Specifications: 4000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561 FL Engineering Business 3684 Engineering.. Consulting.. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN Alln: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section C. 4th floor slab approx. col. Line Q-82 Date Placed: 7/27/2005 Technician: J. Kilderry Time Batched: 10:36 AM Supplier: Rinker Time Sampled: 11:05 AM Delivery Ticket/Truck No.: 9253 Slump (in) (ASTM C143): 6 Mix No. & Proportions: 1156016 Air Temp. (F): 87 Concrete Temp. (F) (ASTM C1064): 96 Date Received in lab: 7/28/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 99 A 3 7/30/2005 96000 6.00 28.27 3400 Type 1 B 7 8/3/2005 125500 6.00 28.27 4440 Type 1 C 28 8/24/2005 0 28 8/24/2005 H Specifications: 4000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor J.-.. X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561 FL Engineering Business 3684 Build On Engineering.. Consulting.. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section C, 4th floor elevated slab, Approx. col. Line P-70 Date Placed: 7/27/2005 Technician: J. Kilderry Time Batched: 11:37 AM Supplier: Rinker Time Sampled: 12:04 PM Delivery Ticket/Truck No.: 9253 Slump (in) (ASTM C143): 5.5 Mix No. & Proportions: 1156016 Air Temp. (F): 87 Concrete Temp. (F) (ASTM C1064): 95 Date Received in lab: 7/28/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 100 A 3 7/30/2005 98500 6.00 28.27 3480 Type 1 B 7 8/3/2005 138000 6.00 28.27 4880 Type 2 C 28 8/24/2005 D 28 8/24/2005 Specifications: 4000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561 FL Engineering Business 3684 Build On Engineering · Consulting. Testing L1MEROCK BEARING RATIO TEST RESULTS (FM 5-515) TESTED FOR: A 1 A Acquisition Group L TO, LLP Attn: Roger Dobson PROJECT: RESIDENCE INN 3425 Atlantic Ave. REPORT NO: Cocoa Beach, FL 32931 PROJECT NO: 761-50044 DATE TESTED: Julv 5. 2005 SAMPLE LOCATION: STABILIZED SUBGRADE BENEATH PROPOSED ROADWAY AREAS (WEST) SOIL DESCRIPTION: FINE DARK BROWN SAND WITH SILTS & TR.OF SHELL 100 ~ w :::> -- - .... ...J - ..... - !"""' ..... < > t~ ,- e:: ~ 10 I MOISTURE CONTENT (%) PROJECT LBR REQUIREMENT: 40 LBR VALUE: 40 116.50 116.00 't 115.50 .E:: ~ 11500 Cl iij , 3: 114.50 !:: 5 114.00 >- ~ 113.50 113.00 112.50 5.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 MOISTURE CONTENT (%) OPT MOISTURE: 9.6 MAX DENSITY 116.3 NOTES: i TEST MEETS PROJECT REQUIREMENTS 2 761-50044-1 3 -~'--'--"---"'-------'--- Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560' Fax 407/304-5561 FL Engineering Business 3684 Information Build On Engineering. Consulting. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Down cells: eMU walls and pilasters, col. Line A to P-1 to 14-2nd floor Sampled: approx. co!. Line N.9-4 Date Placed: 7/1/2005 Technician: M. Odom Time Batched: 7:30 AM Supplier: Rinker Time Sampled: 9:25 AM Delivery TicketlTruck No.: 92456657 Slump (in) (ASTM C143): 8 Mix No. & Proportions: 1162918 .lI.ir Temp. (F): 83 Concrete Temp. (F) (AST~v1 C1064): 86 Date Received in lab: 7/5/2005 Air Content (ASTM C173/C231): NIA COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 71 A 7 7/8/2005 58000 3.72x3.80 14.14 4100 Type 1 B 28 7/29/2005 75000 3.60x3.80 13.68 5480 Type 1 r- 28 7/29/2005 69500 3.65x3.60 13.14 5290 Type i v H Specifications: 3000 28 days . . REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561 - Build On Engineering.. Consulting.. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Down cells: eMU walls and pilasters, col. Line A to J and 88 to 99 on 3rd ficor Sampled: approx. col. Line G-92 Date Placed: 7/19/2005 Technician: M. Odom Time Batched: 9:25 AM Supplier: Rinker Time Sampled: 10:30 AM Delivery TicketlTruck No.: 92507165 Slump (in) (ASTM C143): 9.75 Mix No. & Proportions: 1162918 Air Temp. (F): 85 Concrete Temp. (F) (ASTM C1064): 87 Date Received in lab: 7/20/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 82 A 7 7/26/2005 36500 3.50x3.30 11.55 3160 Type 2 B 28 8/16/2005 C 28 8/16/2005 H Specifications: 3000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561 Information --.--..---- Build On Engineering.. Consulting" Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Atln: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Columns, lines S.1-68, S.2-70, S.2-75, S.1-77, S.2-79, S.2-84, S.1-86, U.1-94, U-96 (3rd fioor) Sampled: approx. eol. Line S.1-86 Date Placed: 7/19/2005 Technician: M. Odom Time Batched: 1235 PM Supplier: Rinker Time Sampled: 1 :50 PM Delivery Ticket/Truck No.: 92408555 Slump (in) (ASTM C143): 4.75 Mix No. & Proportions: 1176322 Air Temp. (F): 90 Concrete Temp. (F) (ASTM Ci064): 86 Date Received in lab: 7/20/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 83 A 3 7/22/2005 110000 6.00 28.27 3890 Tvpe 1 B 7 7/26/2005 137000 6.00 28.27 4850 Tvpe 1 C 28 8/16/2005 D 28 8/16/2005 H Specifications: 5000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc. - 1748 33rd Street- Orlanda, FL 32839 - Phone 407/304-5560' Fax 407/304-5561 Build On Engineering · Consulting. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section A, 3rd ftoor slab, all column lines, sampled A.5--3 Date Placed: 7/20/2005 Technician: J. Kilderry Time Batched: 6:43 AM Supplier: Rinker Time Sampled: 7:34 AM Delivery Ticket/Truck No.: 92510392 Slump (in) (ASTM C143): 5 Mix No. & Proportions: 1156016 Air Temp. (F): 84 Concrete Temp. (F) (ASTM C1064): 91 Date Received in lab: 7/21/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 85 A 3 7/23/2005 119500 6.00 28.27 4230 Tvpe 1 B 7 7/27/2005 142500 6.00 28.27 5040 Tvpe 1 C 28 8/17/2005 D 28 8/17/2005 H Specifications: 4000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561 -'--'~,- --~ --'''--~'~~-'',-,-""-----,-----~".,._",,,,,-,,,._-_._-,_.-.----."..--..-.---....--.--..,.""-------..-- ._-,.",--,--_.. Build On /Engineering.. Consulting" Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section A, 3rd floor slab, all column lines, sampled E-10 Date Placed: 7/20/2005 Technician: J. Kilderry Time Batched: 7:04 AM Supplier: Rinker Time Sampled: 8:09 AM Delivery TicketlTruck No.: 92510675 Slump (in) (ASTM C143): 6 Mix No. & Proportions: 1156016 Air Temp. (F): 85 Concrete Temp. (F) (ASTM C1064): 91 Date Received in lab: 7/21/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 86 A 3 7/23/2005 114000 6.00 28.27 4030 Type 1 B 7 7/27/2005 129500 6.00 28.27 4580 Type 1 C 28 8/17/2005 0 28 8/17/2005 H Specifications: 4000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561 --,--"--,,,--.----,-,_______,.__ __"'''___'_'''''''''_'__'___''_'''..'__''',__,..'_'.um..___..__.....____._____ ""._" .."__,____,,,._,,_ Build On Engineering.. Consulting.. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section A, 3rd floor slab, all column lines, sampled K-6 Date Placed: 7/20/2005 Technician: J. Kilderry Time Batched: 7:51 AM Supplier: Rinker Time Sampled: 8:41AM Delivery TicketlTruck No.: 92510981 Slump (in) (ASTM C143): 8.5 Mix No. & Proportions: 1156016 Air Temp. (F): 86 Concrete Temp. (F) (ASTfv1 C1064): 91 Date Received in lab: 7/21/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 87 A 3 7/23/2005 116500 6.00 28.27 4120 Type 1 B 7 7/27/2005 139000 6.00 28.27 4920 Type 1 C 28 8/17/2005 D 28 8/17/2005 H Specifications: 4000 28 days . REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications 5 gallons water added to concrete Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc. . 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560' Fax 407/304-5561 . ------~,--"'---_.,---"'--''''-''''---_.-,._- --....--_____._._.,.__."'_._..._______.._..___'..'n.'.__________.___.____ Build On Engineering · Consulting. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN Altn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section A, 3rd ftoor slab, all column lines, sampled S-9 Date Placed: 7/20/2005 Technician: J. Kilderry Time Batched: 8:10 AM Supplier: Rinker Time Sampled: 9:10 AM Delivery TicketlTruck No.: 92511193 Slump (in) (ASTM C143) 8 Mix No. & Proportions: 1156016 Air Temp. (F): 86 Concrete Temp. (F) (ASH!. C1064): 90 Date Received in lab: 7/21/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 88 A 3 7/23/2005 111000 6.00 28.27 3930 Type 1 B 7 7/27/2005 131500 6.00 28.27 4650 Type 1 C 28 8/17/2005 D 28 8/17/2005 H Specifications: 4000 28 days . . REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications 5 gallons water added to concrete Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560' Fax 407/304-5561 Build On Engineering . Consulting. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section A, 3rd ftoor slab, all column lines, sampled M-19 Date Placed: 7/20/2005 Technician: J. Kilderry Time Batched: 8:45AM Supplier: Rinker Time Sampled: 9:56 AM Delivery Ticket/Truck No.: Slump (in) (ASTM C143): 8 Mix No. & Proportions: 1156016 Air Temp. (F): 88 Concrete Temp. (F) (ASTM C1064): 91 Date Received in lab: 7/21/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 89 A 3 7/23/2005 105500 6.00 28.27 3730 Type 1 B 7 7/27/2005 127500 6.00 28.27 4510 Type 1 '" 28 8/17/2005 v 0 28 8/17/2005 H Specifications: 4000 28 days . . REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications 7 gallons water added to concrete Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560 . Fax 407/304-5561 Build On Engineering" Consulting.. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section A, 3rd floor slab, all column lines, sampled Q-28 Date Placed: 7/20/2005 Technician: J. Kilderry Time Batched: 9:37 AM Supplier: Rinker Time Sampled: 10:45 AM Delivery TickeUTruck No.: 92512009 Slump (in) (ASTM C143): 7.5 Mix No. & Proportions: 1156016 ,LI..ir Temp. (F): 89 Concrete Temp. (F) (ASTM C1064): 92 Date Received in lab: 7/21/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 90 A 3 7/23/2005 99500 6.00 28.27 3520 T VDe 1 B 7 7/27/2005 113500 6.00 28.27 4010 Type 2 C 28 8/17/2005 0 28 8/17/2005 H Specifications: 4000 28 days . . REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications 10 gallons water added to concrete Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. -- Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561 Build On Engineering. Consulting. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section A, 3rd floor slab, all column lines, sampled T-37 Date Placed: 7/20/2005 Technician: J. Kilderry Time Batched: 10 18 AM Supplier: Rinker Time Sampled: 1128 AM Delivery TicketlTruck No.: 92512340 Slump (in) (ASTM C143) 7 Mix No. & Proportions: 1156016 Air Temp. (F): 91 Concrete Temp. (F) (AST~J1 C1064): 94 Date Received in lab: 7/21/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 91 A 3 7/23/2005 113000 6.00 28.27 4000 Tvpe 1 B 7 7/27/2005 132500 6.00 28.27 4690 Tvpe 1 r- 28 8/17/2005 v D 28 8/17/2005 H Specifications: 4000 28 days . . REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications 5 gallons water added to concrete Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561 Build On Engineering.. Consulting.. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A1A Acquisition Group LTD., LLP Proj ect: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Down Cells: CMU walls and pilasters, eol. Line L to V and 86 to 99, G.8 to Nand 84 to 86-3rd floor Sampled Approx. Col. Line R-97 Date Placed: 7/21/2005 Technician: M. Odorn Time Batched: 12:24 PM Supplier: Rinker Time Sampled: 1 :42 PM Delivery Ticket/Truck No.: 92518005 Slump (in) (ASTM C143): 9 Mix No. & Proportions: 1162918 Air Temp. (F): 88 Concrete Temp. (F) (ASTM C1064): 86 Date Received in lab: 7/22/2005 Air Content IASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type L No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 92 A 7 7/28/2005 39500 3.60x3.55 1278 3090 Type 1 B 28 8/18/2005 C 28 8/18/2005 H Specifications: 3000 28 days I I REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561 ) 2845 PM :2 CO~lER PAGE -,-........-~_.~-.......- ]:'0: ~UMBER; -._-"---- ,,,,,...,,__.~~__.._w___.__,_.~__...~_..,...,__-'~ FROM: ~ OPERATOR: 4;# . - r ""II ....... ~ -1Il "" NOTES: Weeidy Summlil'Y oftesWtg and mSI>ection servief$ for the Residen~e _,_'.~",____"_'m'.'_~..'__"_"""'__'-"'__'"_"__"__"',_.._.,__._..______""'--__~_._'"_.~__. ~....-..,...- -,--'- .,..._.'_,..__m.,_,._'.,_____..._. "...." .....~",~~"..._._~._.__.,._,,_~._"~.___,~=~~.=~.,,~_ ,_ "._"..~~~.~~._"_.~"~_"~__"--,-""""-",~__""""""""""._,___,",,,,,,,,,,,,",,~~,~-,-~-----'- "~,_,.__""_"""",,,,-,,,,,,,,,,-,,~,,,_,,,,,,,,,,,~,,,,",",,,,,,,,,,>,,,,,_,,,,,~,,,-,--_,,,_~___,,,,,,-w"'-~_'e_____~_.__________""__'_--"~,_........___ -_...__._-_._--_...__.._._-".....~,.~,--_..'.._.,..,...--,-_.,_.'---,.._..~----.....-,,-~--_._-------'-_.__._--.,_.__.._-~~---_..... ~._._._~_.~--,-_.~,._..~--~'".._..,.,-^-~_._.".--......-"~'_.--.-.-_._-,-,---,~~._---_._-~_.~--- -~ .........-~,~.,'"^'~._"'~...".'"""'"........--'...........................,~._~-----..................----.....-..._-,-"--~_--.-...........--....,~....,.~_.......'-_..._-~''''-.",..------~--------~'---- ..._,~.~,__.____.__A"_._"_~-,........_'".~.~,._~___".,~__,..__.,._,...,".~__"_~_._'"_;..__..~~____~..., "..._",...,___.~..______._..--'~~.~<_______'r-'_""'.'_,.,.--'"""'_'~_.___.._-._'-----..-._...__,___.,__~__.__~~,...................._ ---,_._-_._------+"~-_.~-----..'...............-.--------~---_._._..__.,._-----~-~.._-~_.__..__._"._---~-_..,_.,-~"- _.._---_._---_........,-,.._.......~ PSI HAS O\1tR t~ OFFICES N.4.TIONWmE " CONsntl)CTION TlSllNG ,41'<1> QlIAm,m' C~Ol. " ROOF A,"'IU P" Vl:MENT CONSut.:rlNG " 1j;~;bKA 1f:!} l>RO.tU:~( 't~;."ttJt.i(; ANP tNS..tC~n)N " ct<.ttt('lfNKAI. EN(;11'1~UUNC " t."'''lJ~ON~fE~'T,~t AND .A~mEST(~ MA,]\ji\Gli:M:(.i"f{ . ANA.LYTICA}. ~.V1Clk'l ---'_._-~._.~-~~'-------,."'...,...._--------_.~_.,......_~-"-."---_.~_..~- ,..._-_._-~-~_._--- -- Professionai 3e"/i\:f; !nrj0~tfi6'B, 1 ""!(: , . 174ij :3-3:-0 Street It Or!am:~:), FL 32839 . Ph'Jne 40Y"3C4-S560 . F'J;x 4C1/3-D4~55€1 Irm I:t 76.1.50044 Cu);Rtacfu,: Welbro Dare 6/20;05 Steel SlI1letlon "A", with Floor J set densities met oob..lnil1t; atxw~. Pedbwed I densities stOml. StrUctl!l'i?S and ~tw~ i 0 and #3 ,& #4 6/22/05 Steel "C" Ser'vt'!raI were below the Lines C to PSg tv Q to U-95 to mi.1'lirmlm required. Additional bars were I added per conversation with Engineer of I rocord. ,"waiting Drn;umelitation ......,-'"~,,-- .....,..,-~-~----' .----....-.--,- 6/23105 Stil:'l~~1 Steel was In-Complete. Floor Slab. .....",""" ".,:1'. Inspection cancelled due to r:ain. floor StAb, Two # 6.4' bars. \.we~ p~ed into exi~jjjg il" tlcx'l(' slab floor V1i:l dnH &. eooxv (aj Co!. Line M.77 &. Q77 as pilaster cbangCl:i"from ! <l PI ilrst floor to a P2 second floor. Reinforcing Steel was Except tor some that has !lot floor Slab. ~'11 completed reinforcing steel complied l-1!oject spc:c;ifications. tm;pect'ici!lS will continue during concrete placement , --~._--~'"- -- .,. ._....,,~...._,~___.__~_.__ _____,~.___~__.,__ _.._._.~_..__,__~..._,_'~_'" _.,. .'__~'__' .n__.__..__~__,_...____"",,_<>_~__. _, .,~__._..._.___^,,_., _, __~._ Se.Y\JfC8 In(.1U~:f;fS, ;If 474.5 J.3ro '" (11 i:>~';CW_ Fl :1:::839 ll'- Pn:cH\g 4Ucr~04.5.560 ,;, FH.:( 4D7/304-556: Build On Engineering.. Consulting.. Testing REPORT OF GROUT COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Down cells: CMU walls and pilasters, col.line C to P-88 to 99, Q to U-95 to 99-2nd floor (sampled approx. col. Line C-90) Date Placed: 6/22/2005 Technician: M. Odom Time Batched: 12:46 PM Supplier: Rinker Time Sampled: 1 :45 PM Delivery TicketlTruck No.: 92428101 Slump (in) (ASTM C143): 9.5 Mix No. & Proportions: 1162918 Air Temp. (F): 85 Concrete Temp. (F) (ASTM C1064): 81 Date Received in lab: 6/23/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Prism Prism Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. In.) (psi) Break 62 A 7 6/29/2005 50750 3.60x3.70 13.32 3810 Type 1 B 28 7/20/2005 86000 3.73x3.96 14.77 5820 Type 1 C 28 7/20/2005 80500 3. 75x3. 70 13.88 5800 Type 1 H Specifications: 3000 28 days REMARKS: X Prisms made by PSI Prisms made by Contractor X Prisms picked up by PSI Prisms picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. ----------," Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560. Fax 407/304-5561 Build On Engineering.. Consulting.. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section A, 2nd floor slab approx. A-5.3 Date Placed: 6/27/2005 Technician: j. Kilderry Time Batched: 6:28 AM Supplier: Rinker Time Sampled: 7:24 AM Delivery TicketlTruck No.: 92438907 Slump (in) (ASTM C143): 5 Mix No. & Proportions: 1156016 Air Temp. (F): 81 Concrete Temp. (F) (ASTM Ci064): 88 Date Received in lab: 6/28/2005 Air Content (ASTM C173/C231t N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type .... No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 63 A 3 6130/2005 125000 6.00 28.27 4420 Type 2 B 7 7/4/2005 160500 6.00 28.27 5680 Type 1 C 28 7/25/2005 190000 6.00 28.27 6720 Type 1 D 28 7/25/2005 193500 6.00 28.27 6840 Type 2 H Specifications: 5000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications 10 gallons water added to concrete Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. ---.--- Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561 Build On Engineering .. Consulting" Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1 A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section A, 2nd floor slab approx. E-9 Date Placed: 6/27/2005 Technician: J. Kiiderry Time Batched: 7:15 AM Supplier: Rinker Time Sampled: 8:00 AM Delivery TicketlTruck No.: 92439219 Slump (in) (ASTM C143): 3.5 Mix No. & Proportions: 1156016 Air Temp. (F): 84 Concrete Temp. (F) (ASTM Cl064): 90 Date Received in lab: 6/28/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 64 A 3 6/30/2005 106500 6.00 28.27 3770 Type 2 B 7 7/4/2005 129000 6.00 28.27 4560 Type 1 C 28 7/25/2005 180500 6.00 28.27 6380 Type 1 D 28 7/25/2005 182000 6.00 28.27 6440 Type 1 H Specifications: 4000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561 Build On Engineering.. Consulting.. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section A, 2nd floor slab approx. J-12 Date Placed: 6/27/2005 Technician: j. Kiiderry Time Batched: 7:42 AM Supplier: Rinker Time Sampled: 8:37 AM Delivery TickeUTruck No.: 92439524 Slump (in) (ASTM C143): 7 Mix No. & Proportions: 1156016 Air Temp. (F): 85 Concrete Temp. (F) (ASTM C1064): 88 Date Received in lab: 6/28/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type -- No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 65 A 3 6/30/2005 105000 6.00 28.27 3710 Type 1 B 7 7/4/2005 142000 6.00 28.27 5020 Type 2 C 28 7/25/2005 180500 6.00 28.27 6380 Type 2 0 28 7/25/2005 183000 6.00 28.27 6470 Type 1 H Specifications: 4000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications 10 gallons water added to concrete Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561 'rfi . An ormatlon Build On /Engineering.. Consulting" Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section A, 2nd floor slab approx. T-5 Date Placed: 6/27/2005 Technician: J. Kilderry Time Batched: 8:45 AM Supplier: Rinker Time Sampled: 9:15 AM Delivery TicketlTruck No.: 92439917 Slump (in) (ASTM C143): 5 Mix No. & Proportions: 1156016 Air Temp. (F): 85 Concrete Temp. (F) (ASTM C1064): 90 Date Received in lab: 6/28/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 66 A 3 6/30/2005 96000 6.00 28.27 3400 Type 2 B 7 7/4/2005 120500 6.00 28.27 4260 Type 1 C 28 7/25/2005 175000 6.00 28.27 6190 Tvpe 2 D 28 7/25/2005 173500 6.00 28.27 6140 Tvpe 1 H Specifications: 4000 28 days . REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications 5 gallons water added to concrete Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests periormed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561 Build On Engineering" Consulting" Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section A, 2nd floor slab approx. P-24 Date Placed: 6/27/2005 Technician: J. Kilderry Time Batched: 9:09 AM Supplier: Rinker Time Sampled: 9:58 AM Delivery Ticket/Truck No.: 92440188 Slump (in) (ASTM C143): 5.5 Mix No. & Proportions: 1156016 Air Temp. (F): 88 Concrete Temp. (F) (ASTM C1064): 90 Date Received in lab: 6/28/2005 Air Content (ASTM C173/C231l: N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type --~ ~~- _. w. No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 67 A 3 6130/2005 94000 6.00 28.27 3330 Type 1 B 7 7/4/2005 119000 6.00 28.27 4210 Type 1 C 28 7/25/2005 176000 6.00 28.27 6230 Type 1 0 28 7/25/2005 174500 6.00 28.27 6170 Tvpe 2 H Specifications: 4000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560' Fax 407/304-5561 Build On Engineering.. Consulting.. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN AUn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section A. 2nd floor slab approx. S-33 Daie Placed: 6/27/2005 Technician: j. Kilderry Time Batched: 10:00 AM Supplier: Rinker Time Sampled: 10:59 AM Delivery TicketlTruck No.: 92440595 Slump (in) (ASTM C143): 6 Mix No. & Proportions: 1156016 Air Temp. (F): 89 Concreie Temp. (F) (ASTM C1064): 91 Date Received in lab: 6/28/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type ~- No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 68 A 3 6/30/2005 85500 6.00 28.27 3020 Type 2 B 7 7/4/2005 115000 6.00 28.27 4070 Type 1 C 28 7/25/2005 192000 6.00 28.27 6790 Type 2 0 28 7/25/2005 188500 6.00 28.27 6670 Type 1 H Specifications: 4000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. --- - Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561 Information Build On Engineering" Consulting" Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Altn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section A, 2nd floor slab approx. P-39 Date Placed: 6/27/2005 Technician: J. Kilderry Time Batched: 10:33 AM Supplier: Rinker Time Sampled: 11:46 AM Delivery TicketlTruck No.: 92440890 Slump (in) (ASTM C143): 6 Mix No. & Proportions: 1156016 Air Temp. (F): 90 Concrete Temp. (F) (ASTM C1064): 91 Date Received in lab: 6/28/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 69 A 3 6/30/2005 97000 6.00 28.27 3430 Type 1 B 7 7/4/2005 137500 6.00 28.27 4860 Type 1 C 28 7/25/2005 190000 6.00 28.27 6720 Type 2 0 28 7/25/2005 187500 6.00 28.27 6630 Tvpe 1 H Specifications: 4000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications 10 gallons water added to concrete Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. -.-.-- -,-,-,-- Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561 Build On Engineering.. Consulting.. Testing REPORT OF GROUT COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Alln: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section C 1sllo 2nd floor cell fill, sampled @ P-66 Date Placed: 6/27/2005 Technician: J. Kilderr)' Time Batched: 1 :40 AM Supplier: Rinker Time Sampled: 2:15 AM Delivery TicketlTruck No.: 92442030 Slump (in) (ASTM C143): 11 Mix No. & Proportions: N/A Air Temp. (F): 91 Concrete Temp. (F) (ASTM C1064): 90 Date Received in lab: 6/28/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Prism Prism Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 70 A 7 7/4/2005 43500 3.70x3.80 14.06 3090 Type 1 B 28 7/25/2005 60500 3.80x3.80 14.44 4190 Type 1 C 28 7/25/2005 58000 3.80x3.90 14.82 3910 Type 1 H Specifications: 3000 28 days . REMARKS: X Prisms made by PSI Prisms made by Contractor X Prisms picked up by PSI Prisms picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications 25 gallons water added to concrete Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submilled Professional Service Industries, Inc. ------.---- ---- Professional Service Industries, Inc. . 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560 . Fax 407/304-5561 Build On Engineering" Consulting.. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Columns: line U-7, U.1-9, S.1-16, S.2-19, 5.2-24, 5.1-26, 5.2-28, 5.2-33, S.1-35, 5.2-37 (2nd floor) Sampled: columns S.2-28 Date Placed: 7/14/2005 Technician: M. Odom Time Batched: 7:45 AM Supplier: Rinker Time Sampled: 8:43 AM Delivery TicketlTruck No.: 92492566 Slump (in) (ASTM C143): 6 Mix No. & Proportions: 1176322 Air Temp. (F): 82 Concrete Temp. (F) (ASTM C1064): 84 Date Received in lab: 7/15/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type o"'~ # ....". No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 81 A 4 7/18/2005 127000 6.00 28.27 4490 Tvpe 1 B 7 7/21/2005 152000 6.00 28.27 5380 Tvpe 1 C 28 8/11/2005 D 28 8/1112005 H Specifications: 5000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests perlormed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561 284:5 WF~Sl' KI.NG 81 COCOA Or<'l'lCi< H~ OR,L~~D(}J OFFI<:E f,AJe Fl, 32926 Oi"'F10~ TEl;EPHONE ".,,~~.,,_._.,~:3~__ PM NUMBER OF' COVER PAGE Jl1RM: crr\': J;~AX "_-~~'~---~._'\"'''~',,',_.~_. ~'-~'''~;~'''-'"--^_.''-~"._'-''''''''',"'''N._'__""O'~,__"~,,,_"_.....___..__._."~,,,.....'..______ FROM: NAME: OIl>ERATOR: ~_.~_,._._~,__,_.~_._O_.~"___A_~'.._.__,~__~_.. ''"'--- Re: Residence Inn. Canaveral \Veeldy Suun:nary Testing aDd Service~ 06~ 18-05 PSI flAS~ OVf,R i s.o OI''FICi:S N,Ii, TfONWlDE .. CON:gnnICllt)~ nSTiNC ,L1'Ill} OtlAUTY CONTROL 0- ~oo~' ANf.~ t A VEME,"l1' CONSl.)l, fiNe ~ UjgJ)~C\.'n:n HUlJr.:cr TunNt: ~1) 1~:TI0N . Gl:OTJloX:Hl'fl'Cd.. i:NGINILEIUNG h !"'i"I"I'illONMiLNfAI. ,..Nl) ...."ln~<;TOs M4NACEMl'NT . AN AI.. ,",'n~- M\;.!1:.IIIVflf.'U; Ni(#NDwTllttiCli"\<l'. ~XAMiNAlI0"i Mw ngsnN(; .. MATUIIAIS fti:Snl\l(; ",N'l) CJ:ilTIHCA --nON . 'Y'i{l..l,Ni!\lG MlO<~A~S ._----~_._---~-,--_._--_.-""~.._-_.._...~._-,.__.~-_.~._--,---_."_._---~..,_._-_.~.,--,.._._--_..,. "--~,.._~._---~---_.__._- Prcfaesiona! S~3rVlCB illdu51fea, lfie: to 1748 :,).::~m Str6BT ~ ()rifJf:do, FL ]2-83:1 ill Phon~ 4,07'.f304.S5C~J" Fa:.: 407!304~.s.56t 4: 71 ii'll" c ' 06{ I &/05 ,_er'vl~' F,~sidmc:e IUI1 # 161,,500<1.41 Wellxo Site Cooncul'r: V A 6/1 or Steel inspectiOf) Section, bars on next visit. Lines ~) 41 and V It) H V/dj1;ical Bars f!eed <<.1 be 6ll Steel "A" I floor Wans, Lines J to 41 and V to H, 6105 St\X~i lns~..tion SOOhOfl floor Slab, --, -.--." --,~.~_.,., ~""._.-<~......... ""'~...- .. ~~.. ~ "''11 , " Fi('li)f Slab and Concr~te Placanent 7 set!) of except for wrong lengtfl com;rete cylinders cast floor slab, P't-riln~cr hook bars in west section. An has l:.'1t'.e7l submitted to' tht, strudural , ConCfl":t.,,: PlaC(;lnoril oomplK.-d 'with 6/1 and trl!.ll,1;:por1X:rl C()Iit;rel:e test cylinders In-pl.ace densities met minimum to our lab for Performed In-place fetjuirernent of 95%, tests on r>ackfill adj~ceot to North Wall Retention Pond, -----_.._._~.._----- ._---------_._-_._--,_._._~,---,_._._-_._-,_._---- --_......._---_._.~...._.._.._._-~_..._.,~--_._- ..-...--.--.-..----.----- P(,-~fe$$'Niai S"Hvic8 lndus1r'es. inc, '"' 1748 3.8rd StJe""t .. Od:"',ndn 32'83; '" Phone 4(jf!304..S.5,QO. Fsx 407/2(;4~SG6i Engineering II Consulting II Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A1AAcquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section C, 2nd floor slab, approx. 0-97 Date Placed: 6/17/2005 Technician: S. Corrigan Time Batched: 10:52 AM Supplier: Rinker Time Sampled: 11:25 AM Delivery TicketlTruck No.: 81481329 Slump (in) (ASTM C143): 5.5 Mix No. & Proportions: 1156016 Air Temp. (F): 92 Concrete Temp. (F) (ASTM C1064): 90 Date Received in lab: 6/18/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 54 A 3 6/20/2005 110000 6.00 28.27 3890 Tvee 1 B 7 6/24/2005 137000 6.00 28.27 4850 Tvee 1 ,.. 28 7/15/2005 '-' D 28 7/15/2005 H Specifications: 4000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications 10 gallons water added to concrete Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries. Inc.. 1748 33rd Street. Orlando. FL 32839 . Phone 407i304-5560 . Fax 407i304-5561 FL Engineering Business 3684 Build On Engineering . Consulting. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section C, 2nd floor slab. approx. J-96 Date Placed: 6/17/2005 Technician: S. Corrigan Time Batched: 12:05 PM Supplier: Rinker Time Sampled: 12:35 PM Delivery TicketlTruck No.: 81477712 Slump (in) (ASTM C143): 6 Mix No. & Proportions: 1156016 Air Temp. (F): 92 Concrete Temp. (F) (ASTM C1064): 90 Date Received in lab: 6/18/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 55 A 3 6/20/2005 111000 6.00 28.27 3930 Tvoe 1 B 7 6/24/2005 134000 6.00 28.27 4740 Tvoe 2 f"' 28 7/15/2005 v 0 28 7/15/2005 H Specifications: 4000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications 10 gallons water added to concrete Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries. Inc.. 1748 33rd Street. Orlando. FL 32839 . Phone 407/304-5560. Fax 407/304-5561 FL Engineering Business 3684 Build On Engineering. Consulting. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section C, 2nd floor slab, approx. R-95 Date Placed: 6/17/2005 Technician: S. Corrigan Time Batched: 12:54 PM Supplier: Rinker Time Sampled: 1:10 PM Delivery TicketlTruck No.: 810177721 Slump (in) (ASTM C143): 6 Mix No. & Proportions: 1156016 Air Temp. (F): 90 Concrete Temp. (F) (ASTM C1064): 90 Date Received in lab: 6/18/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type "'-< . , . . No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 56 A 3 6/20/2005 99500 6.00 28.27 3520 Tvee 1 B 7 6/24/2005 125000 6.00 28.27 4420 Tvee 1 C 28 7/15/2005 D 28 7/15/2005 H Specifications: 4000 28 days I . REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries. Inc.' 1748 33rd Street. Orlando. FL 32839. Phone 407/304-5560 . Fax 407/304-5561 FL Engineering Business 3684 Engineering " Consulting" Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section C, 2nd floor slab, approx. T-87 Date Placed: 6/17/2005 Technician: S. Corrigan Time Batched: 1:15 PM Supplier: Rinker Time Sampled: 2:00 PM Delivery TicketfTruck No.: 81477724 Slump (in) (ASTM C143): 6 Mix No. & Proportions: 1156016 Air Temp. (F): 90 Concrete Temp. (F) (ASTM C1064): 90 Date Received in lab: 6/18/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 57 A 3 6/20/2005 95000 6.00 28.27 3360 Tvoe 1 B 7 6/24/2005 125500 6.00 28.27 4440 Tvoe 1 f" 28 7/15/2005 v 0 28 7/15/2005 H Specifications: 4000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries. Inc. . 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560. Fax 407/304-5561 FL Engineering Business 3684 Build On Engineering.. Consulting" Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN Alln: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section C, 2nd floor slab, approx. Q-82 Date Placed: 6/17/2005 Technician: S. Corngan Time Batched: 1 :55 PM Supplier: Rinker Time Sampled: 2:30 PM Delivery TickellTruck No.: 8147727 Slump (in) (ASTM C143): 6 Mix No. & Proportions: 1156016 Air Temp. (F): 86 Concrete Temp. (F) (ASTM C1064): 90 Date Received in lab: 6/18/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 58 A 3 6/20/2005 95000 6.00 28.27 3360 Tvpe 1 B 7 6/24/2005 117500 6.00 28.27 4160 Tvpe 1 C 28 7''''- J:./">",,r:. I I vi L.VV.,J D 28 7/15/2005 H Specifications: 4000 28 days . . REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM Ci72 and ASTM C3i. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560' Fax 407/304-5561 FL Engineering Business 3684 Engineering.. Consulting.. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN Alln: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section C, 2nd floor slab, approx. K-75 Date Placed: 6/17/2005 Technician: S. Corrigan Time Batched: 2:27 PM Supplier: Rinker Time Sampled: 3:30 PM Delivery TickellTruck No.: 92415602 Slump (in) (ASTM C143): 5.5 Mix No. & Proportions: 1156016 Air Temp. (F): 84 Concrete Temp. (F) (ASTM C1064): 90 Date Received in lab: 6/18/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 59 A 3 6/20/2005 102000 6.00 28.27 3610 Tvpe 1 B 7 6/24/2005 130500 6.00 28.27 4620 Tvpe 2 '"' 28 7/15/2005 '-' D 28 7/15/2005 H Specifications: 4000 28 days . REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.. 1748 33rd Street. Orlando. FL 32839 . Phone 407/304-5560. Fax 407/304-5561 FL Engineering Business 3684 Build On Engineering.. Consulting.. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Altn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section C, 2nd floor slab, approx. polO Date Placed: 6/17/2005 T echniclan: J. Kilderrf Time Batched: 3:50 PM Supplier: Rinker Time Sampled: 4:30 PM Delivery TicketlTruck No.: 92415935 Slump (in) (ASTM C143): 6 Mix No. & Proportions: 1156016 Air Temp. (F): 86 Concrete Temp. (F) (ASTM C1064): 90 Date Received in lab: 6/18/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compress ive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 60 A 3 6/20/2005 107000 6.00 28.27 3780 Tvpe 1 B 7 6/24/2005 142000 6.00 28.27 5020 Tvpe 1 C 28 7/15/2005 0 28 7/15/2005 H Specifications: 4000 28 days . . REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc. . 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560 . Fax 407/304.5561 FL Engineering Business 3684 Build On Engineering.. Consulting.. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atiantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: 1st to 2nd floor columns U-7, U-9, 5.3-16, 5.3-19, 5.3-24, 5.3-6, 5.3-28, 5.3-33, 5.3-35, 5.3-37 (sampled from 5.3-16) Date Placed: 6/21/2005 Technician: J. Kilderry Time Batched: 10:30 AM Supplier: Rinker Time Sampled: 11:05AM Delivery TickeUTruck No.: 92422754 Slump (in) (ASTM C143): 6.5 Mix No. & Proportions: 1176347 Air Temp. (F): 84 Concrete Temp. (F) (ASTM C1064): 88 Date Received in lab: 6/22/2005 Air Content (ASTM C173/C231): NIA COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 61 A 3 6/24/2005 105000 6.00 28.27 3710 Type 2 B 7 6/28/2005 139000 6.00 28.27 4920 Type 1 C 28 7/19/2005 D 28 7/19/2005 H Specifications: 5000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor . X Cylinders picked up by PSI Cylinders picked up by Contractor Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM Ci72 and ASTM C3i. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.. 1748 33rd Street. Orlando. FL 32839. Phone 407/304-5560. Fax 407/304-5561 FL Engineering Business 3684 Build On /Engineering.. Consulting.. Testing REPORT OF GROUT COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Alln: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Down cells: CMU walls and pilasters, col. Line C to P-88 to 99, Q to U-95 to 99-2nd floor (sampled approx. col. Line C-90) Date Placed: 6/22/2005 Technician: M. Odom Time Batched: 12:46 PM Supplier: Rinker Time Sampled: 1:45 PM Delivery TicketlTruck No.: 92428101 Slump (in) (ASTM C143): 9.5 Mix No. & Proportions: 1162918 Air Temp. (F): 85 Concrete Temp. (F) (ASTM C1064): 81 Date Received in lab: 6/23/2005 Air Content (ASTM C173/C231t N/A COMPRESSIVE TEST RESULTS Test Date Total Prism Prism Compressive Type - . -. ~. . .& No. 10 (Days) Test (Ibs) (in) (sq. in.) (DS j) Break 62 A 7 6/29/2005 50750 3.60x3.70 13.32 3810 TVDe 1 B 28 7/20/2005 C 28 7/20/2005 H Specifications: 3000 28 days . I REMARKS: X Prisms made by PSI Prisms made by Contractor X Prisms picked up by PSI Prisms picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc' 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560 . Fax 407/304-5561 FL Engineering Business 3684 Build On Engineering" Consulting" Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CAN A VERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section C, 2nd floor slab, approx. 0-97 Date Placed: 6/17/2005 Technician: S. Corrigan Time Batched: 10:52 AM Supplier: Rinker Time Sampled: 11:25 AM Delivery TicketlTruck No.: 81481329 Slump (in) (ASTM C143): 5.5 Mix No. & Proportions: 1156016 Air Temp. (F): 92 Concrete Temp. (F) (ASTM C1064): 90 Date Received in lab: 6/18/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type ~._. No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 54 A 3 6/20/2005 110000 6.00 28.27 3890 Tvpe 1 B 7 6/24/2005 137000 6.00 28.27 4850 Tvpe 1 C 28 7/15/2005 185000 6.00 28.27 6540 T vpe1 D 28 7/15/2005 187000 6.00 28.27 6610 Type 1 H Specifications: 4000 28 days I . REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications 10 gallons water added to concrete Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries. Inc.. 1748 33rd Street. Orlando. FL 32839. Phone 407/304-5560' Fax 407/304-5561 Build On Engineering. Consulting. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Alln: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section C, 2nd floor slab, approx. J-96 Date Placed: 6/17/2005 Technician: S. Corrigan Time Batched: 12:05 PM Supplier: Rinker Time Sampled: 12:35 PM Delivery TickeUTruck No.: 81477712 Slump (in) (ASTM C143): 6 Mix No. & Proportions: 1156016 Air Temp. (F): 92 Concrete Temp. (F) (ASTM C1064): 90 Date Received in lab: 6/18/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type ~ No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 55 A 3 6/20/2005 111000 6.00 28.27 3930 Type 1 B 7 6/24/2005 134000 6.00 28.27 4740 Type 2 C 28 7/15/2005 188000 6.00 28.27 6650 Tvoe 1 0 28 7/15/2005 189500 6.00 28.27 6700 Type 1 H Specifications: 4000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications 10 gallons water added to concrete Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries. Inc. . 1748 33rd Street. Oriando. FL 32839 . Phone 407/304.5560 . Fax 407/304-5561 Build On Engineering " Consulting" Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section C, 2nd floor slab, approx. R-95 Date Placed: 6/17/2005 Technician: S. Corrigan Time Batched: 12:54 PM Supplier: Rinker Time Sampled: 1: 10 PM Delivery TicketITruck No.: 810177721 Slump (in) (ASTM C143): 6 Mix No. & Proportions: 1156016 Air Temp. (F): 90 Concrete Temp. (F) (ASTM C1064): 90 Date Received in lab: 6/18/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type C>_. A ... No: 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 56 A 3 6/20/2005 99500 6.00 28.27 3520 TVDe 1 B 7 6/24/2005 125000 6.00 28.27 4420 TVDe 1 C 28 7/15/2005 173500 6.00 28.27 6140 TVDe 1 0 28 7/15/2005 175000 6.00 28.27 6190 Type 1 H Specifications: 4000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM Ci72 and ASTM C3i. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561 Build On Engineering.. Consulting.. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Alln: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section C, 2nd floor slab, approx. T-8? Dale Placed: 6/1712005 Technician: S. Corrigan Time Batched: 1:15 PM Supplier: Rinker Time Sampled: 2:00 PM Delivery TicketlTruck No.: 81477724 Slump (in) (ASTM C143): 6 Mix No. & Proportions: 1156016 Air Temp. (F): 90 Concrete Temp. (F) (ASTM C1064): 90 Date Received in lab: 6/18/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type - ,. . No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 57 A 3 6/20/2005 95000 6.00 28.27 3360 Tvee 1 B 7 6/24/2005 125500 6.00 28.27 4440 Tvee 1 C 28 7/15/2005 172500 6.00 28.27 6100 Tvoe 1 D 28 7/15/2005 171500 6.00 28.27 6070 Type 1 H Specifications: 4000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc. . 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560 . Fax 407/304.5561 Build On Engineering .. Consulting" Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section C, 2nd floor slab, approx. 0-82 Date Placed: 6/17/2005 Technician: S. Corrigan Time Batched: 1 :55 PM Supplier: Rinker Time Sampled: 2:30 PM Delivery TickeUTruck No.: 8147727 Slump (in) (ASTM C143): 6 Mix No. & Proportions: 1156016 Air Temp. (F): 86 Concrete Temp. (F) (ASTM C1064): 90 Date Received in lab: 6/18/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type . No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 58 A 3 6/20/2005 95000 6.00 28.27 3360 Type 1 B 7 6/24/2005 117500 6.00 28.27 4160 Type 1 C 28 7/15/2005 176000 6.00 28.27 6230 Type 1 D 28 7/15/2005 174500 6.00 28.27 6170 Type 1 H Specifications: 4000 28 days . . REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM Ci72 and ASTM C3i. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560' Fax 407/304-5561 Build On Engineering.. Consulting" Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN Altn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section C, 2nd nocr slab. approx. K-75 Dale Placed: 6/17/2005 Technician: S. Corrigan Time Batched: 2:27 PM Supplier: Rinker Time Sampled: 3:30 PM Delivery TicketlTruck No.: 92415602 Slump (in) (ASTM C143): 5.5 Mix No. & Proportions: 1156016 Air Temp. (F): 84 Concrete Temp. (F) (ASTM C1064): 90 Date Received in lab: 6/18/2005 Air Content (ASTM C173/C231): NIA COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 59 A 3 6/20/2005 102000 6.00 28.27 3610 Type 1 B 7 6/24/2005 130500 6.00 28.27 4620 Type 2 r- 28 7/15/2005 175000 6.00 28.27 6190 Tvpe 1 v 0 28 7/15/2005 174250 6.00 28.27 6160 Type 1 H Specifications: 4000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839 . Phone 407/304.5560 . Fax 407/304-5561 Build On Engineering.. Consulting.. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Altn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section C, 2nd floor slab, approx. P-70 Date Placed: 6/17/2005 Technician: J. Kilderry Time Batched: 3:50 PM Supplier: Rinker Time Sampled: 4:30 PM Delivery TickeVTruck No.: 92415935 Slump (in) (ASTM C143): 6 Mix No. & Proportions: 1156016 Air Temp. (F): 86 Concrete Temp. (F) (ASTM C1064): 90 Date Received in lab: 6/18/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 60 A 3 6/20/2005 107000 6.00 28.27 3780 Tvee 1 B 7 6/24/2005 142000 6.00 28.27 5020 Tvee 1 r" 28 7/15/2005 192000 6.00 28.27 6790 Type 1 v 0 28 7/15/2005 194000 6.00 28.27 6860 Type 1 H Specifications: 4000 28 days . . REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839' Phone 407/304.5560' Fax 407/304.5561 Build On Engineering" Consulting.. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: 1st to 2nd floor columns U-7, U-9, $.3-16, $.3-19, $.3-24, $.3-26, $.3-28, $.3-33, $.3-35, $.3-37 (sampled from $.3-16) Date Placed: 6/21/2005 Technician: J. Kilderry Time Batched: 10:30 AM Supplier: Rinker Time Sampled: 11 :05 AM Delivery TickeUTruck No.: 92422754 Slump (in) (ASTM C143): 6.5 Mix No. & Proportions: 1176347 Air Temp. (F): 84 Concrete Temp. (F) (ASTM C1064): 88 Date Received in lab: 6/22/2005 Air Content (ASTM C173/C231): NIA COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 61 A 3 6/24/2005 105000 6.00 28.27 3710 Type 2 B 7 6/28/2005 139000 6.00 28.27 4920 Type 1 C 28 7/19/2005 172500 6.00 28.27 6100 Type 1 D 28 7/19/2005 174000 6.00 28.27 6150 Type 1 H Specifications: 5000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM Ci72 and ASTM C3i. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc. . 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560 . Fax 407/304-5561 Build On Engineering. Consulting. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atiantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Down cells: eMU walls and pilasters, col. Line Q to V-1 to 16, H.3 to T-17 to 41-2nd floor Sampled: approx. col. Line S-7 Date Placed: 7/7/2005 Technician: M. Odom Time Batched: 12:15 PM Supplier: Rinker Time Sampled: 12:55 PM Delivery TicketlTruck No.: 92472383 Slump (in) (ASTM C143): 10.25 Mix No. & Proportions: 1162918 Air Temp. (F): 93 Concrete Temp. (F) (ASTM C1064): 85 Date Received in lab: 7/8/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 73 A 7 7/14/2005 33000 3.50x3.50 12.25 2690 Type 1 B 28 8/4/2005 I I C I 28 I 8/4/2005 I I ISPd",o,,1 I I H 3000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561 Build On Engineering · Consulting. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section C, 3rd floor elevated slab, col. Line 6.5-97 Date Placed: 7 i 11i2005 Technician: j. Kiiderry Time Batched: 7:02 AM Supplier: Rinker Time Sampled: 8:00 AM Delivery TicketiTruck No.: 92479783 Slump (in) (ASTM C143): 6 Mix No. & Proportions: 1156016 Air Temp. (F): N/A Concrete Temp. (F) (ASTM C1064): 87 Date Received in lab: 7/12/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 74 A 3 7/14/2005 124000 6.00 28.27 4390 Type 1 B 7 7/18/2005 153000 6.00 28.27 5410 Type 1 C 28 8/8/2005 0 28 8/8/2005 H Specifications: 4000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications 7 gallons water added to concrete Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560 . Fax 407/304-5561 Build On /Engineering. Consulting. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section C, 3rd floor elevated slab, col. Line J-96 Date Placed: 7/11/2005 Technician: J. Kilderry Time Batched: 7:44 AM Supplier: Rinker Time Sampled: 8:38 AM Delivery TicketlTruck No.: N/A Slump (in) (ASTM C143): 7 Mix No. & Proportions: 1156016 Air Temp. (F): N/A Concrete Temp. (F) (ASTM C1064): 88 Date Received in lab: 7/12/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 75 A 3 7/14/2005 121000 6.00 28.27 4280 Tvpe 1 B 7 7/18/2005 152500 6.00 28.27 5390 Tvpe 1 C 28 8/8/2005 0 28 8/8/2005 H Specifications: 4000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc. . 1748 33rd Street. Orlando, FL 32839 . Phone 407/304.5560 . Fax 407/304.5561 Build On Engineering. Consulting" Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Alln: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section C, 3rd floor elevated slab, col. Line N-90 Date Placed: 7/11/2005 Technician: J. Kilderry Time Batched: 8:52 AM Supplier: Rinker Time Sampled: 9:16 AM Delivery TicketfTruck No.: N/A Slump (in) (ASTM C143): 5.5 Mix No. & Proportions: 1156016 Air Temp. (F): N/A Concrete Temp. (F) (ASTM C1064): 88 Date Received in lab: 7/12/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 76 A 3 7/14/2005 104500 6.00 28.27 3700 Type 1 B 7 7/18/2005 137500 6.00 28.27 4860 Type 1 ro 28 8/8/2005 '-' 0 28 8/8/2005 H Specifications: 4000 28 days . . REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc. . 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560 . Fax 407/304-5561 Build On Engineering.. Consulting.. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Altn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section C, 3rd floor elevated slab, col. Line R-96 Date Placed: 7/11/2005 Technician: J. Kilderry' Time Batched: 9:23 AM Supplier: Rinker Time Sampled: 9:45 AM Delivery TickellTruck No.: 92480805 Slump (in) (ASTM C143): 6.5 Mix No. & Proportions: 1156016 Air Temp. (F): N/A Concrete Temp. (F) (ASTM C1064): 86 Date Received in lab: 7/12/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 77 A 3 7/14/2005 100000 6.00 28.27 3540 Tvpe 1 B 7 7/18/2005 124000 6.00 28.27 4390 Tvpe 1 r- 28 8/8/2005 v 0 28 8/8/2005 H Specifications: 4000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM Ci72 and ASTM C3i. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries. Inc.. 1748 33rd Street. Orlando. FL 32839. Phone 407/304-5560. Fax 407/304-5561 Build On Engineering.. Consulting.. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section C, 3rd floor elevated slab, col. Line R-85 Date Placed: 7/11/2005 Technician: J. Kilderry Time Batched: 11:02 AM Supplier: Rinker Time Sampled: 11 :55 AM Delivery TicketlTruck No.: 92481511 Slump (in) (ASTM C143): 7 Mix No. & Proportions: 1156016 Air Temp. (F): N/A Concrete Temp. (F) (ASTM C1064): 89 Date Received in lab: 7/12/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type .. No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 78 A 3 7/14/2005 107000 6.00 28.27 3780 Type 1 B 7 7/18/2005 143000 6.00 28.27 5060 Type 1 C 28 8/8/2005 D 28 8/8/2005 H Specifications: 4000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM Ci72 and ASTM C3i. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304.5560. Fax 407/304.5561 Build On Engineering" Consulting.. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN Alln: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section C, 3rd floor elevated slab, col. Line L-79 Date Placed: 7/11/2005 Technician: J. Kilderry Time Batched: 12:32 PM Supplier: Rinker Time Sampled: 1:10 PM Delivery TicketlTruck No.: 92482629 Slump (in) (ASTM C143): 7.5 Mix No. & Proportions: 1156016 Air Temp. (F): N/A Concrete Temp. (F) (ASTM C1064): 90 Date Received in lab: 7/12/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 79 A 3 7/14/2005 109000 6.00 28.27 3860 Tvee 1 B 7 7/18/2005 144000 6.00 28.27 5090 Tvee 1 C 28 8/8/2005 0 28 8/8/2005 H Specifications: 4000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries. Inc.' 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561 Build On Engineering" Consulting" Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A1AAcquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section C, 3rd floor elevated slab, col. Line S-71 Date Placed: 7/11/2005 Technician: J. Ki!derry Time Batched: 2:09 PM Supplier: Rinker Time Sampled: 2:50 PM Delivery TicketlTruck No.: 92482629 Slump (in) (ASTM C143): 7.5 Mix No. & Proportions: 1156016 Air Temp. (F): N/A Concrete Temp. (F) (ASTM C1064): 91 Date Received in lab: 7/12/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type . No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 80 A 3 7/14/2005 97000 6.00 28.27 3430 Tvpe 1 B 7 7/18/2005 137000 6.00 28.27 4850 Tvpe 1 r- '>0 8/8/2005 v LV D 28 8/8/2005 H Specifications: 4000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560' Fax 407/304-5561 Build On Engineering.. Consulting.. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A1A Acquisition Group L TO" LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Columns: line U-7, U,1-9, 5,1-16, 5,2-19, 5,2-24, 5,1-26, 5,2-28, 5,2-33, 5,1-35, 5,2-37 (2nd floor) 5ampled: columns 5,2-28 Date Placed: 7/14/2005 Technician: tv1.0dom Time Batched: 7:45 AM Supplier: Rinker Time Sampled: 8:43 AM Delivery TicketlTruck No,: 92492566 Slump (in) (ASTM C143): 6 Mix No, & Proportions: 1176322 Air Temp, (F): 82 Concrete Temp, (F) (ASTM C1064): 84 Date Received in lab: 7/15/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type -J No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 81 A 4 7/18/2005 127000 6,00 28,27 4490 Tvpe 1 B 7 7/21/2005 C 28 8/11/2005 0 28 8/11/2005 H Specifications: 5000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560. Fax 407/304-5561 Build On Engineering .. Consulting.. Testing REPORT OF IN-PLACE DENSITY TESTS TESTED FOR: A1AAcquisition Group, LTD., LLP 3425 Atlantic Avenue REPORT NO: 4 Cocoa Beach, FL 32931 PROJECT NO: 761-50044 Attn: Roger Dobson PROJECT: Residence Inn - Cape Canaveral, FL TECHNICIAN: J. Kilderry MAXIMUM IN-PLACE ELEV. OPTIMUM LAB DRY DRY COMPACTION OF DATE MOISTURE DENSITY MOISTURE DENSITY COMPACTION REQUIREMENT TEST (2005) LOCATION (%) (PCF) (%) (PCF) (%) (%) (ft) I FILL MATERIAL- Reference: 0 = bottom of wall RETAINING POND NORTH WALL 6/18 Approx. east side 13.3 114.2 16.0 109.1 95.5 95 0+2 6/18 " " 13.3 114.2 12.9 110.6 96.8 95 2+4 6/18 " " 9.9 110.8 13.5 107.3 97.4 95 4+6 6/18 " " 13.3 114.2 11.8 111.4 97.5 95 6+8 6/18 Approx. west side 13.3 114.2 16.9 108.8 95.3 95 , 0+2 6/18 " " 13.3 114.2 15.0 109.7 96.1 95 2+4 ,.~ "''' ..'u 6/18 " " 13.3 114.2 12.0 110.0 96.3 95 6+8 STORM SEWER PIPE BACKFILL Reference: 0 = springline of pipe 6/21 Adjacent to structure #8 13.1 '114.2 13.6 113.2 99.1 98 I 2+3 6/21 " " 13.1 114.2 12.8 113.4 99.3 98 1+2 6/21 " " 13.1 114.2 15.3 112.6 98.6 98 0+1 6/21 " " 13.1 114.2 17.0 112.1 98.1 98 0-1 6/21 Adiacent to structure #10 13.1 114.2 16.2 114.0 99.8 98 0+1 6/21 " " 13.1 114.2 16.5 113.5 99.4 98 0-1 6/21 Adiacent to structure #5 13.1 114.2 11.1 112.0 98.0 98 2+3 6/21 " " 13.1 114.2 10.9 113.1 99.0 98 1+2 6/21 " " 13.1 114.2 11.1 113.8 99.6 98 0+1 6/21 " " 13.1 114.2 12.4 112.1 98.2 98 0-1 6/21 Between structures 3 & 4 13.5 107.6 13.3 106.6 99.1 98 1+2 THESE TEST RESULTS APPL Y ONL Y TO THE SPECIFIC LOCA nONS NOTED AND MA Y NOT REPRESENT ANY OTHER LOCATIONS OR ELEVA TlONS REPORTS MA Y NOT BE REPRODUCED, EXCEPT IN FULL. WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. NOTES: Proctor Method: _Standard --..2LModified DENSITY TEST METHOD:LDrive Sleeve -1LNuclear Gauge . Results do not meet project's requirement TESTS PERFORMED PER ASTM 02922-96 & ASTM 03017 -96 "Retest results do meet project's requirement DENSITIES SHOWN: Lbs. per cubic foot Respectfully Submitted, MOISTURE CONTENT Percent of dry weight Professional Service Industries, Inc. PERCENT COMPACTION: Base on maximum dry density obtained on a representative sample 1 Jeffrey H.M. Begovich, P.E. Vice President/Construction Services Florida Registration No. 51869 Professional Service Industries. Inc. . 1748 33rd Street. Orlando. FL 32839 . Phone 407/304-5560' Fax 407/304-5561 FL Engineering Business 3684 Engineering. Consulting. Testing REPORT OF IN-PLACE DENSITY TESTS TESTED FOR: A 1 A Acquisition Group, L TD., LLP 3425 Atlantic Avenue REPORT NO: 4 Cocoa Beach, FL 32931 PROJECT NO: 761-50044 Attn: Roger Dobson PROJECT: Residence Inn - Cape Canaveral, FL TECHNICIAN: J. Kilderrv MAXIMUM IN-PLACE ELE~ OPTIMUM LAB DRY DRY COMPACTION OF DATE MOISTURE DENSITY MOISTURE DENSITY COMPACTION REQUIREMENT TEST (2005) LOCATION (%) (PCF) (%) (PCF) (%) (%) (ft) FILL MATERIAL- Reference: 0 = bottom of wall RETAINING POND NORTH WALL 6/18 Approx. east side 13.3 114.2 16.0 109.1 95.5 95 0+2 6/18 " " 13.3 114.2 12.9 110.6 96.8 95 2+4 6/18 " " 9.9 110.8 13.5 107.3 97.4 95 4+6 6/18 " " 13.3 114.2 11.8 111.4 97.5 95 6+8 6/18 Approx. west side 13.3 114.2 16.9 108.8 95.3 95 0+2 6/18 " " 13.3 114.2 15.0 109.7 96.1 95 2+4 v_ 6/18 " " 13.3 114.2 12.0 110.0 96.3 95 6+8 STORM SEWER PIPE BACKFILL Reference: 0 = springline of pipe 6/21 Adjacent to structure #8 13.1 114.2 13.6 113.2 99.1 98 2+3 6/21 " " 13.1 114.2 12.8 113.4 99.3 98 1+2 6/21 " " 13.1 114.2 15.3 112.6 98.6 98 0+1 6/21 " " 13.1 114.2 17.0 112.1 98.1 98 0-1 6/21 Adiacent to structure #10 13.1 114.2 16.2 114.0 99.8 98 0+1 I I " I 6/21 " 13.1 114.2 16.5 113.5 99.4 98 0-1 6/21 Adjacent to structure #5 13.1 114.2 11.1 112.0 98.0 98 2+3 6/21 " " 13.1 114.2 10.9 113.1 99.0 98 1+2 6/21 " " 13.1 114.2 11.1 113.8 99.6 98 0+1 6/21 " " 13.1 114.2 12.4 112.1 98.2 98 0-1 I 6/21 Between structures 3 & 4 13.5 107.6 13.3 106.6 99.1 98 1+2 THESE TEST RESULTS APPL Y ONL Y TO THE SPECIFIC LOCATIONS NOTED AND MA Y NOT REPRESENT ANY OTHER LOCATIONS OR ELEVA nONS REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC NOTES: Proctor Method: Standard X Modified DENSITY TEST METHOD: X Drive Sleeve X Nuclear Gauge . Results do not meet project's requirement TESTS PERFORMED PER ASTM D2922-96&ASTM 03017-96 **Retest results do meet project's requirement DENSITIES SHOWN: Lbs. per cubic foot Respectfully Submitted, MOISTURE CONTENT Percent of dry weight Professional Service Industries, Inc. PERCENT COMPACTION: Base on maximum dry density obtained on a representative sampie 1 Jeffrey H.M. Begovich, f).E. Vice President/Construction Services Florida Registration No. 51869 Professional Service Industries, Inc. . 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560. Fax 407/304-5561 FL Engineering Business 3684 /Engineering.. Consulting" Testing lIMEROCK BEARING RATIO TEST RESULTS (FM 5-515) TESTED FOR: A1A Acquisition Group L TO, LLP Attn: Roger Dobson PROJECT: RESIDENCE INN 3425 Atlantic Ave. REPORT NO: Cocoa Beach, FL 32931 PROJECT NO: 761-50044 DATE TESTED: Julv 5.2005 SAMPLE LOCATION: STABILIZED SUBGRADE BENEATH PROPOSED ROADWAY AREAS (WEST) SOIL DESCRIPTION: FINE DARK BROWN SAND WITH SILTS & TR.OF SHELL 100 ~ " W :J - - l"- ..J t.. "". - F-o .... <I: > 41""" "",.F'" 0: !Xl ..J 10 MOISTURE CONTENT ('Yo) PROJECT LBR REQUIREMENT: 40 LBR VALUE: 40 116.50 . 116.00 't 115.50 .e: j: 115.00 C) jjj ~ 114.50 !:: ::s 114.00 >- gs 113.50 113.00 112.50 5.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 MOISTURE CONTENT ('Yo) OPT MOISTURE: 9.6 MAX DENSITY 116.3 NOTES: 1 TEST MEETS PROJECT REQUIREMENTS 2 761-50044-1 3 Professional Service Industries, Inc.. 1748 33rd Street. Orlando. FL 32839. Phone 407/304-5560. Fax 407/304-5561 FL Engineering Business 3684 COCOA OFFICI 433-IH 11 OFlI'l(W~ ..'A,X 304-5!-' I (H~,LA1"mO Ot'l']CE 'fEiLEPHO\'l1t: ~_.,~....~.~-"-.......~,-..'-"""'-~"'~ NllM,BRR ''11 ('OVER PAGE '" -..,."._"_._~--,,,...... N ,\..~n;: ..,c,,,,,,~,~,,,_..,,,. __,~~__~~,.." "~fiV-~~-"____ ..-.'....^.,'__".,_._"..._.__A~.._'~._"._""'__"'''~_"_._'_.,_''___~._." ,r,..,-._"....~____...-.~.,,__ ,,__,._~,,',,____'''''_-,..-...,_,..'._._n ........,~.",.. .,..".__,_."_....,~_.,. -.------..,-,-.....-."--,.,.__.~__.~~",___,_'__~..~.._._..-.~,---'-......,'".- Residence, Weekly Sununary Testing aitd PSJ HASO\lER 15ComUi;SNATfONWlDE .. ('\'!>ilH1UKTJON TF~"TI\NG 41'>lU QQ5ALITlI CONil&m., " gOOF AND r-AVJ;MlfLNTC{]tj"4~,'Ln"'f; Ui!ii';""}iCA T~O P'f(o,o;cr T~nN",,~Mi) INY&CTW)N . GEOTF)(1l!MC,n, ENGtNli:ElIIJNG L"'JV'lji~O~[NTU .\NIl A",lllli!:!>rUf<; ntiUliAGE~.~Nr .. .1o..NAl, rHeA!., Slt.iIt \lICf..8 M))l;,..)*,~1i;I1UJCnVi: EX.Ii.,M;!7"A 1l10~ AND r~G . MAI~l~JAV'i 'ni:!'~Tm{;; AN!) Cl?kTI1"KA'l10N ll'VIN~NC li>IN)(,jUl\;r;; ~." '-'~' ,~-",-_._.,---~-,..,--_.,. .>,--,'~.,-_.,---,- ._---- '1748 1Il Ddandc, F\32839 jI,> J;'rCT\8 '{Cf7,'jD4.Elb6G t fa), 4GT'304~D56 Dme 6/4/05 the .5 st:tN of cast 6(3/05 to out lab fOf :,;,t!t~l SectM;J{1 Hie bar; the elev$tor 1st no,,>! walt" to e/;;"v8Iunn 9'4'7 R('OID 5tatOO on 6<\.05 baye no,^ bot;;en r to ''Ii floor wtl lis complied 6/7 !O5 testing Of perfonntd clue to we<un';'K St&~] rnspt'Ction S4::ctlo1'l ";\", 1 11001' waUs to devabon 9'4". Lines. (A W 1- 14) lUHJ f tv V. Se;;1iofl "C" lit fioc,r CDiwnns lines 68,70, 19.,84,86 and line U2 96 Pla.:;t'ffi\;'ot ,)f grout Section'" A", Concrete Placement with l.',l€vatioll 9'4",'i!',d Section "C' I'" ih,)Oj' ~:oh,mms :spec ificatlo!ils Ie ,~:le"'/HXiou 8 ('~l<;t 1 sf.!! elf grout cell fin and I .set of c\:lo\.'Tc'tc for c).)lmrms. -~,_. . -.-----.-----.--..-.---.,., '.-' _.- .._--_...,_..._...,.,_.__._,._---,-_.,--_.__.,~._.- "_.-.._,._,_.._-_.."",.,-_.._.,----..__.__.~~._-_.-. ..>--~-"-~,._.- ! i")dUSl "ie-s. . 17..18 3::kr.: ~;tr9{:.;t ~ Onarf(l(,. FL 32t~~J8 <it Pnon2. i~G :.<~(,:.t-5S60 IJ Fa~ 407/304..556 t l!!~;l Information I:!!."'. ..10 Build On Engineering. Consulting. 'R!sting June 10, 2005 Mr. Todd Morley- Chief Bldg. Official City of Cape Canaveral Building Department 105 Polk Avenue Cape Canaveral, Florida 32920 Re: Summary of Special (Threshold) Inspection Services Residence Inn - Cape Canaveral, Florida PSI Project No. 761-50044, Report #2 and #3, Progress Report # 1 Dear Mr. Morley: Professional Service Industries, Inc (PSI) is performing special inspection services for the Residence Inn project located in Cape Canaveral, Florida. This report is intended to summarize the status of our inspection services performed between April 20, 2005 and May 27,2005. As construction has progressed within the structure PSI representatives have performed a series of inspections in accordance with the project's Special Inspection Plan. These services through the above referenced dates have included elevator foundations and wall, Section A foundations, Section B foundations and Section C foundations, and Section C wall. As deficiencies are discovered within the course of our inspections and observations, the contractor will be immediatel notified so that corrective action ma be erformed. An deficiencies not immediatel . " - for your review. PSI will maintain and update this punch-list as deficiencies are discovered, corrective actions are taken and re-inspections are performed. As of this date, one item needs to be addressed. We trust that this summary of our services during this time period is complete and sufficient for your needs. If you have any questions, please do not hesitate to call. Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. Rod Fruland, P.E. Senior Engineer Construction Services Florida Registration #27667 Special Inspector Reg. #85 Attachments: Inspection reports Punch-list Xc: A1A Acquisition Group, Roger Dobson WELBRO Building Corp., Chris Cortellini R. L. Plowfield & Associates, Chris Scroggins Powell Design Group, Ron Brown BB & T, Ron Barley ---_....._....._---".,-_...._._~_."~,--,,..._-_._.-----.----. ------.-..-"......--.,.....--.--....--...-.---.-- .--. Professional Servic8 Industries. Inc.' 1748 33rd Street. Orlando, FL 32839' Phone 401/304-5560' Fax 407/304-5561 FL Engineering Business 3684 Build On Engineering" Consulting.. Testing June 10, 2005 Mr. Todd Morley - Chief Bldg. Official City of Cape Canaveral Building Department 105 Polk Avenue Cape Canaveral, Florida 32920 Re: Summary of Special (Threshold) Inspection Services Residence Inn - Cape Canaveral, Florida PSI Project No. 761-50044, Report #2 and #3, Progress Report # 1 Dear Mr. Morley: Professional Service Industries, Inc (PSI) is performing special inspection services for the Residence Inn project located in Cape Canaveral, Florida. This report is intended to summarize the status of our inspection services performed between April 20, 2005 and May 27,2005. As construction has progressed within the structure PSI representatives have performed a series of inspections in accordance with the project's Special Inspection Plan. These services through the above referenced dates have included elevator foundations and wall, Section A foundations, Section B foundations and Section C foundations, and Section C wall. ;x As deficiencies are discovered within the course of our insoections and ohsArvRtions thp. r.ontr~dnr will befl'nl,,'lediatelYfrolif)ed so U.ICllGoll ective act10n maybe performed: Anydefrcrencresntlrrm meClTalel\j corrected are entered into a running "punch-list" of non-conforming items. A current punch-list is attached for your review. PSI will maintain and update this punch-list as deficiencies are discovered, corrective actions are taken and re-inspections are performed. As of this date, one item needs to be addressed. We trust that this summary of our services during this time period is complete and sufficient for your needs. If you have any questions, please do not hesitate to call. Respectfully submitted, PROFESSIONAL SERVICE INC. &;; 2i- Rod Fruland, E Senior Engineer Construction Services Florida Registration #27667 Special !nspector Reg. #85 Attachments: Inspection reports Punch-list Xc: A1A Acquisition Group, Roger Dobson WELBRO Building Corp., Chris Cortellini R. L. Plowfield & Associates, Chris Scroggins Powell Design Group, Ron Brown BB & T, Ron Barley Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561 FL Engineering Business 3684 Engineering. Consulting. Testing REPORT OF REINFORCED CONCRETE INSPECTION TESTED FOR: A 1A Acquisition Group, L TD" LLP PROJECT: Residence Inn - Cape Canaveral, FL 3425 Atlantic Avenue REPORT NO: 2 Cocoa Beach, FL 32931 PROJECT NO: 761-50044 Attn: Roger Dobson DATE: 4/20/2005 TECHNICIAN: S, Corrigan REINFORCING STEEL PLACEMENT STRUCTURAL ELEMENT ELEVATION: -4' X Foundation PLAN LOCATION: elevator (east) foundation Wall Column Floor Slab Stair Other CRITERIA UTILIZED AS INSPECTION REFERENCE: Structural Plans: Sheet(s): S102 Detall(s): 2 and 9 RFI: PDG #04152 S104 5 RFI: Dated: 3/23/05 S213 1 RFI: S302, S203 11 CONDITIONS / CONSTRUCTIONS OBSERVED: No exceptions Deficiencies X Proper grade of bars X X Proper quantity, spacing, & layout X X Proper splice lengths & splice locations X X Proper chairing and concrete cover X X Proper securement of reinforcing X Proper layout of post tensioning cables Proper drape of post tensioning tendons Proper sheathing and anchor reinforcing X Concrete strength verified X X Concrete consolidated during placement X Shoring per approved shop drawings Reshoring per approved shop drawings Other: DEFICIENCIES: REINSPECTION REQUIRED: No REMARKS: NOTES: Contractor is responsible for scheduling any necessary reinspection after remedial work is performed, Tests may not be reproduced, except in full, without written permiSSion from Professional Service Industries, Inc, Page 1 of4 Professional Service Industries, lnc, . 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561 FL Engineering Business 3684 Engineering.. Consulting" Testing REPORT OF REINFORCED CONCRETE INSPECTION TESTED FOR: A1AAcquisition Group, LTD., LLP PROJECT: Residence Inn - Cape Canaveral, FL 3425 Atlantic Avenue REPORT NO: 2 Cocoa Beach, FL 32931 PROJECT NO: 761-50044 Attn: Roger Dobson DATE: 4/22/2005 TECHNICIAN: S. Corrigan REINFORCING STEEL PLACEMENT STRUCTURAL ELEMENT ELEVATION: on grade X Foundation PLAN LOCATION: Section C, grade beams, lines E, F, G, H, J, L, 73 and 77 Wall Column Floor Slab Stair Other CRITERIA UTILIZED AS INSPECTION REFERENCE: Structural Plans: Sheet(s): S102 Detail(s): 2,6,11 RFI: PDG RFI: Dated: 3/23/05 S213 RFI: Deficiencies X Proper grade of bars X X Proper quantity, spacing, & layout X X Proper splice lengths & splice locations X X Proper chairing and concrete cover X X Proper securement of reinforcing X Proper layout of post tensioning cables Proper drape of post tensioning tendons Proper sheathing and anchor reinforcing X Concrete strength verified X X Concrete consolidated during placement X Shoring per approved shop drawings Reshoring per approved shop drawings Other: DEFICIENCIES: REINSPECTION REQUIRED: REMARKS: Preliminary inspection, pile # 1414 and 1469, out of alignment, request RFl's. NOTES: Contractor is responsible for scheduling any necessary reinspection after remedial work is perfomned. Tests may not be reproduced, except in full, without written permission from Professional Service Industries, Inc. Page 2 of4 Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560' Fax 407/304-5561 FL Engineering Business 3684 /Engineering. Consulting. Testing REPORT OF REINFORCED CONCRETE INSPECTION TESTED FOR: A 1A Acquisition Group, LTD., LLP PROJECT: Residence Inn - Cape Canaveral, FL 3425 Atlantic Avenue REPORT NO: 2 Cocoa Beach, FL 32931 PROJECT NO: 761-50044 Attn: Roger Dobson DATE: 4/25/05 & 4/26/05 TECHNICIAN: S. Corrigan REINFORCING STEEL PLACEMENT STRUCTURAL ELEMENT ELEVATION: on grade X Foundation PLAN LOCATION: Section C, grade beams, lines A, B, C, N, N.25, N.75, R, U, 75, 79, 84, 85, 86, 89, 90, 91,95,96,98 Wall Section A elevator foundation Column Floor Slab Stair Other CRITERIA UTILIZED AS INSPECTION REFERENCE: Structural Plans: Sheet(s): S102 Detail(s): 1,2,6,9 PDG S213, S212,S302 RFI: Dated: 3/25/05 S104 RFI: CONDITIONS / CONSTRUCTIONS OBSERVED: No exceptions Deficiencies X Proper grade of bars X X Proper quantity, spacing, & layout X X Proper splice lengths & splice locations X X Proper chairing and concrete cover X X Proper securement of reinforcing X Proper layout of post tensioning cables Proper drape of post tensioning tendons Proper sheathing and anchor reinforcing X Concrete strength verified X X Concrete consolidated during placement X Shoring per approved shop drawings Reshoring per approved shop drawings Other: DEFICIENCIES: REINSPECTION REQUIRED: No REMARKS: NOTES: Contractor is responsible for scheduling any necessary reinspection after remedial work is performed. Tests may not be reproduced, except in full, without written permission from Professional Service Industries, Inc. Page 3 of 4 Professionai Service Industries. Inc.. 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560 . Fax 407/304-5561 FL Engineering Business 3684 Engineering. Consulting. Testing REPORT OF REINFORCED CONCRETE INSPECTION TESTED FOR: A 1A Acquisition Group, LTD., LLP PROJECT: Residence Inn - Cape Canaveral, FL 3425 Atlantic Avenue REPORT NO: 2 Cocoa Beach, FL 32931 PROJECT NO: 761-50044 Attn: Roger Dobson DATE: 4/29/2005 TECHNICIAN: S. Corrigan REINFORCING STEEL PLACEMENT STRUCTURAL ELEMENT ELEVATION: on grade X Foundation PLAN LOCATION: Section A, grade beams, lines R, P, L, J, H, G, F, E and 22 X Wall elevator foundation wall Column Floor Slab Stair Other CRITERIA UTILIZED AS INSPECTION REFERENCE: Structural Plans: Sheet(s): S211 Detail(s): RFI: PDG 2, 6 and 9 RFI: Dated: 3/23/05 S302 RFI: CONDITIONS / CONSTRUCTIONS OBSERVED: No exceptions Deficiencies X Proper grade of bars X X Proper quantity, spacing, & layout X X Proper splice lengths & splice locations X X Proper chairing and concrete cover X X Proper securement of reinforcing X Proper layout of post tensioning cables Proper drape of post tensioning tendons Proper sheathing and anchor reinforcing X Concrete strength verified X X Concrete consolidated during placement X Shoring per approved shop drawings Reshoring per approved Shop drawings Other: DEFICIENCIES: REINSPECTION REQUIRED: No REMARKS: NOTES: Contractor is responsible for scheduling any necessary reinspection after remedial work is performed. Tests may not be reproduced, except in full, without written permission from Professional Service Industries, Inc. Page 4 of 4 Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561 FL Engineering Business 3684 Engineering. Consulting. Testing REPORT OF REINFORCED CONCRETE INSPECTION TESTED FOR: A 1A Acquisition Group, LTD., LLP PROJECT: Residence Inn - Cape Canaveral, Fl 3425 Atlantic Avenue REPORT NO: 3 Cocoa Beach, Fl 32931 PROJECT NO: 761-50044 Attn: Roger Dobson DATE: 5/2/05 and 5/3/05 TECHNICIAN: S. Corrigan REINFORCING STEEL PLACEMENT STRUCTURAL ELEMENT ELEVATION: on grade X Foundation PLAN LOCATION: grade beams, section A, lines A, B, C, 2, 7, 8, 13,26,31 and 35 Wall Column Floor Slab Stair Other CRITERIA UTILIZED AS INSPECTION REFERENCE: Structural Plans: Sheet(s): S211, S212 Detail(s): 2 RFI: PDG S102 1,2,6,11 RFI: Dated: 3/23/05 S302 11 RFI: X Proper sizing X X Proper grade of bars X X Proper quantity, spacing, & layout X X Proper splice lengths & splice locations X X Proper chairing and concrete cover X X Proper securement of reinforcing X Proper layout of post tensioning cables Proper drape of post tensioning tendons Proper sheathing and anchor reinforcing X Concrete strength verified X X Concrete consolidated during placement X Other: DEFICIENCIES: REINSPECTION REQUIRED: No REMARKS: NOTES: Contractor is responsible for scheduling any necessary reinspection after remedial work Is performed. Tests may not be reproduced, except in full, without written permission from Professional Service Industries, Inc. Page 1 of 5 Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560 . Fax 407/304-5561 FL Engineering Business 3684 Build On Engineering. Consulting. Testing REPORT OF REINFORCED CONCRETE INSPECTION TESTED FOR: A 1A Acquisition Group, L TD" LLP PROJECT: Residence Inn - Cape Canaveral, FL 3425 Atiantic Avenue REPORT NO: 3 Cocoa Beach, FL 32931 PROJECT NO: 761-50044 Attn: Roger Dobson DATE: 5/9/05 and 5/10/05 TECHNICIAN: S, Corrigan REINFORCING STEEL PLACEMENT STRUCTURAL ELEMENT ELEVATION: on grade X Foundation PLAN LOCATION: grade beams, area B,lines G,25 - W & 66, J,75 - S & 68,55,75,50,25, J,25, R2S, H,3 - T & 38, Wall Column Fioor Slab Stair Other CRITERIA UTILIZED AS INSPECTION REFERENCE: Structural Plans: Sheet(s): 8212 Detail(s): 1,2 RFI: PDG S102 6,1 RFI: Dated: 3/23/0S S103 4 RFI: X Proper sizing X X Proper grade of bars X X Proper quantity, spacing, & layout X X Proper splice lengths & splice locations X X Proper chairing and concrete cover X X Proper securement of reinforcing X Proper layout of post tensioning cables Proper drape of post tensioning tendons Proper sheathing and anchor reinforcing X Concrete strength verified X X Concrete consolidated during placement X Other: DEFICIENCIES: REINSPECTION REQUIRED: No REMARKS: NOTES: Contractor is responsible for scheduling any necessary reinspection after remedial work is performed, Tests may not be reproduced, except in full, without written permission from Professional Service Industries, Inc, Page 2 of 5 Professional Service Industries, Inc,. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561 FL Engineering Business 3684 Engineering. Consulting. Testing REPORT OF REINFORCED CONCRETE INSPECTION TESTED FOR: A 1A Acquisition Group, LTD., LLP PROJECT: Residence Inn - Cape Canaveral, FL 3425 Atlantic Avenue REPORT NO: 3 Cocoa Beach, FL 32931 PROJECT NO: 761-50044 Attn: Roger Dobson DATE: 5/16/2005 TECHNICIAN: S. Corrigan REINFORCING STEEL PLACEMENT STRUCTURAL ELEMENT ELEVATION: on grade X Foundation PLAN LOCATION: grade beams, section A, lines V, U, N.25, N, L, K.6, R.25, 1, 8.25, 9, 11, 12, 13.6, 16, 17 and 19 Wall Column Floor Slab Stair Other CRITERIA UTILIZED AS INSPECTION REFERENCE: Structural Plans: Sheet(s): S211 Detail(s): RFI: PDG S102 1,2 RFI: Dated: 3/23/05 S104, S212, S302 11 RFI: X Proper sizing X X Proper grade of bars X X Proper quantity, spacing, & layout X X Piopei splice lengths & splice locations X X Proper chairing and concrete cover X X Proper securement of reinforcing X Proper layout of post tensioning cables Proper drape of post tensioning tendons Proper sheathing and anchor reinforcing X Concrete strength verified X X Concrete consolidated during placement X Other: DEFICIENCIES: REINSPECTION REQUIRED: REMARKS: Lines Nand 17 per RFI # n/a NOTES: Contractor is responsible for scheduling any necessary reinspection after remedial work is performed. Tests may not be reproduced, except in full, without written permission from Professional Service Industries, Inc. Page 3 of 5 Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560' Fax 407/304-5561 FL Engineering Business 3684 Engineering. Consulting. Testing REPORT OF REINFORCED CONCRETE INSPECTION TESTED FOR: A 1A Acquisition Group, LTD., LLP PROJECT: Residence Inn - Cape Canaveral, FL 3425 Atlantic Avenue REPORT NO: 3 Cocoa Beach, FL 32931 PROJECT NO: 761-50044 Attn: Roger Dobson DATE: 5/24/2005 TECHNICiAN: S. Corrigan REINFORCING STEEL PLACEMENT STRUCTURAL ELEMENT ELEVATION: on grade X Foundation PLAN LOCATION: grade beams, section B, lines G, H, E.7, E.6 - H & 41, E.6 to G.25 & 66, G - H & 60 Wall Column Floor Slab Stair Other CRITERIA UTILIZED AS INSPECTION REFERENCE: Structural Plans: Sheet(s): S212 Detail(s): RFI: PDG S102 2,3,4, RFI: Dated: 3/23/05 S104, S302 5,11 RFI: X Proper sizing X X Proper grade of bars X X Proper quantity, spacing, & layout X v Proper splice lengths & splice locations X ^ X Proper chairing and concrete cover X X Proper securement of reinforcing X Proper layout of post tensioning cables Proper drape of post tensioning tendons Proper sheathing and anchor reinforcing X Concrete strength verified X X Concrete consolidated during placement X Other: DEFICIENCIES: REINSPECTION REQUIRED: No REMARKS: NOTES: Contractor is responsible for scheduling any necessary reinspection after remedial work is performed. Tests may not be reproduced, except in full, without written permission from Professional Service Industries, Inc. Page 4 of 5 Professional Service Industries. Inc.. 1748 33rd Street. Orlando. FL 32839. Phone 407/304-5560. Fax 407/304-5561 FL Engineering Business 3684 Build On Engineering. Consulting. Testing REPORT OF REINFORCED CONCRETE INSPECTION TESTED FOR: A 1A Acquisition Group. L TO,. LLP PROJECT: Residence Inn - Cape Canaveral. FL 3425 Atlantic Avenue REPORT NO: 3 Cocoa Beach, FL 32931 PROJECT NO: 761-50044 Attn: Roger Dobson DATE: 5/27/2005 TECHNICIAN: S, Corrigan REINFORCING STEEL PLACEMENT STRUCTURAL ELEMENT ELEVATION: 9'4" Foundation PLAN LOCATION: section C, column lines A - C & 88 - 99, E. F. G. H. J X Wall Column Floor Siab Stair Other CRITERIA AS INSPECTION REFERENCE: Structural Plans: Sheet(s): S212 Detaii(s): 2. 3 RFI: PDG S302 1. 2. 3. 5. 6. 7. 11 RFI: Dated: 5/23/05 213 RFI: X Proper sizing X X Proper grade of bars X X Proper quantity, spacing. & layout X X Proper splice lengths & splice locations X X Proper chairing and concrete cover X X Proper securement of reinforcing X Proper layout of post tensioning cables Proper drape of post tensioning tendons Proper sheathing and anchor reinforcing Concrete strength verified Concrete consolidated during placement Other: DEFICIENCIES: Line E missing two #5 verticals REINSPECTION REQUIRED: Yes REMARKS: NOTES: Contractor is responsible for scheduling any necessary relnspectlon after remedial work is performed, Tests may not be reproduced. except in full. without written permission from Professional Service Industries, Inc, Page 5 of 5 Professional Service Industries. Inc,' 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560' Fax 407/304-5561 FL Engineering Business 3684 PUNC i LIST PROJECT NAME: Residence Inn - Cape Canaveral, Florida PROJECT NO. 761-50044 TECHNICIAN: S. Corrigan ~TEOFR! ORT: OS/27/05 DESCRIPTION OF WORK: Threshold ITEM NO. DATE DESCRIPTION OF DEFICIENCY ACTION REQUIRED REINSPECTION DATE 1 5/27/05 Line E is missinq two #5 vertical reinforcing bars. Install as specified I Build On Engineering · Consulting. Testing REPORT OF IN-PLACE DENSITY TESTS TESTED FOR: A1AAcquisition Group, LTD., LLP DATE: 5/4/05 3425 Atlantic Avenue REPORT NO: 2 Cocoa Beach, FL 32931 PROJECT NO: 761-50044 Attn: Roger Dobson PROJECT: Residence Inn - Cape Canaveral, FL TECHNICIAN: M. Odorn 1 S. Corrigan MAXIMUM IN-PLACE ELEV. OPTIMUM LAB DRY DRY COMPACTION OF DATE MOISTURE DENSITY MOISTURE DENSITY COMPACTION REQUIREMENT TEST (2005) LOCATION (%) (PC F) (%) (PCF) (%) (%) (ft) SANITARY SEWER PIPE BACKFILL I Reference: 0 = top of pipe 4/13 Between Manholes #2 and 3 13.5 107.6 18.7 96.2 89.4 * 95 0+1 4/14 " " (retest) 13.5 107.6 14.1 102.9 95.6 ** 95 0+1 4/14 " " 13.5 107.6 12.1 102.7 95.4 95 1+2 4/20 " " 13.5 107.6 13.1 103.6 96.3 95 2+3 4/20 " " 13.5 107.6 10.4 103.4 96.1 95 3+4 4/13 Between Manholes #1 and 2 13.5 107.6 19.6 96.7 89.9* 95 0+1 <1/1<1 " " trAtF>~t\ 1::l ') 11"\71': 1,1 1"\ 11"\? c; QC; ':l ** 0<: {)...1 4/14 " " 13.5 107.6 13.7 103.5 96.2 95 1+2 4/20 " " 13.5 107.6 12.3 106.0 98.5 95 2+3 4/20 " " 13.5 107.6 9.9 105.0 97.6 95 3+4 4/14 3' E. of Manhole #1 13.5 107.6 14.6 102.2 95.0 95 0+1 4/14 " " 13.5 107.6 14.4 102.3 95.1 95 1+2 4/14 2' W. of Manhole #2 13.5 107.6 13.6 103.1 95.8 95 0+1 4/14 " " 13.5 107.6 12.8 102.9 95.6 95 1+2 4/14 2' N. of Manhole #3 13.5 107.6 14.5 103.4 96.1 95 0+1 I 4/14 " " 13.5 107.6 13.6 102.5 95.3 95 1+2 STORM SEWER PIPE BACKFILL Reference: 0 = springline of pipe 4/19 Between structures #2 & 11 13.5 107.6 14.8 105.6 98.1 98 0-1 4/19 " " 13.5 107.6 14.1 105.8 98.3 98 0+1 4/19 Between structures #11 & 12 13.5 107.6 14.0 107.0 99.4 98 0-1 4/19 " " 13.5 107.6 12.8 105.9 98.4 98 0+1 THESE TEST RESUL TS APPL Y ONL Y TO THE SPECIFIC LOCA TlONS NOTED AND MA Y NOT REPRESENT ANY OTHER LOCA nONS OR ELEVA TlONS. REPORTS MA Y NOT BE REPRODUCED, EXCEPT IN FULL. WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. NOTES: Proctor Method: Standard X Modified DENSITY TEST METHOD:.lL.Drive Sleeve LNuclear Gauge . Results do not meet project's requirement. TESTS PERFORMED PER ASTM 02922-96 & ASTM 03017.96 "Retest results do meet project's requirement DENSITIES SHOWN: Lbs, per cubic foot Respectfully Submitted, MOISTURE CONTENT: Percent of dry weight Professional Service Industries, Inc. PERCENT COMPACTION: Base on maximum dry density obtained on a representative sample Ifmr 1 Jeffrey H.M, Begovich, P.E, Vice President/Construction Services Florida Registration No, 51869 Professional Service Industries. Inc,' 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560 . Fax 407/304.5561 FL Engineering Business 3684 Build On Engineering · Consulting. Testing REPORT OF IN-PLACE DENSITY TESTS TESTED FOR: A1A Acquisition Group, LTD., LLP DATE: 5/4/05 3425 Atlantic Avenue REPORT NO: 2 Cocoa Beach, FL 32931 PROJECT NO: 761-50044 Attn: Roger Dobson PROJECT: Residence Inn - Cape Canaveral, FL MAXIMUM IN-PLACE ELEV. OPTIMUM LAB DRY DRY COMPACTION OF DATE MOISTURE DENSITY MOISTURE DENSITY COMPACTION REQUIREMENT TEST (2005) LOCATION (%) (PCF) (%) (PCF) (%) (%) (ft) STORM SEWER PIPE BACKFILL Reference: 0 = springiine of pipe 4/20 Between structures #2 & 3 13.5 107.6 15.4 105.4 98.0 98 0-1 4/20 " "13.5 107.6 13.5 106.0 98.5 98 0+1 4/20 Between structures #2 & 11 13.5 107.6 13.6 107.1 99.5 98 1+2 4/20 " "13.5 107.6 12.9 107.3 99.7 98 2+3 4/20 Between structures #11 &12 13.5 107.6 14.1 106.0 98.5 98 1+2 4/20 " "13.5 107.6 13.7 105.7 98.2 98 2+3 4/21 Between structures #3 & 4 13.5 107.6 14.6 105.7 98.2 98 0-1 4/21 Between structures #3 & 5 13.5 107.6 14.9 105.4 98.0 98 0-1 4/21 " "13.5 107.6 12.8 106.5 99.0 98 0+1 4/21 Between structures #15 & 16 13.3 114.2 I 13.0 111.3 97.5 95 0-1 4/21 " "13.5 107.6 13.7 104.5 97.1 95 0+1 4/22 Between structures 812 and 13.3 114.2 14.6 112.0 98.1 98 0-1 813 4/22 " "13.3 114.2 13.7 112.6 98.6 98 0+1 4/22 " "13.3 114.2 13.1 113.5 99.4 98 1+2 4/22 Between structures 813 and 13.3 114.2 12.8 111.9 98.0 98 0-1 814 4/28 Between structures #6 & 10 13.5 107.6 13.9 107.1 99.5 98 0-1 4/28 " "13.5 107.6 12.3 108.1 100.5 98 0+1 4/28 " "13.5 107.6 11.1 106.1 98.6 98 1+2 THESE TEST RESUL TS APPL Y ONL Y TO THE SPECIFIC LOCATIONS NOTED AND MA Y NOT REPRESENT ANY OTHER LOCA TlONS OR ELEVA TlONS. REPORTS MA Y NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, ING NOTES: Proctor Method: Standard X Modified DENSITY TEST METHOD: X Drive Sleeve X Nuclear Gauge . Results do not meet project's requirement TESTS PERFORMED PER ASTM D2922-96&ASTM 03017-96 **Retest results do meet project's requirement DENSiTIES SHOWN: Lbs. per cubic foot Respectfully Submitted. MOISTURE CONTENT: Percent of dry weight Professional Service Industries, Inc. PERCENT COMPACTION: Base on maximum dry density obtained on a representative sample Ifmr 2 Jeffrey H.M, Begovich, PE Vice President/Construction Services Florida Registration No. 51869 Professional Service Industries, Inc.. 1748 33rd Street. Orlando. FL 32839. Phone 407/304.5560. Fax 407/304-5561 FL Engineering Business 3684 Build On /Engineering .. Consulting" Testing REPORT OF IN-PLACE DENSITY TESTS TESTED FOR: A1A Acquisition Group, LTD., LLP DATE: 5/4/05 3425 Atlantic Avenue REPORT NO: 2 Cocoa Beach, FL 32931 PROJECT NO: 761-50044 Attn: Roger Dobson PROJECT: Residence Inn - Cape Canaveral, FL MAXIMUM IN-PLACE ELEV. OPTIMUM LAB DRY DRY COMPACTION OF DATE MOISTURE DENSITY MOISTURE DENSITY COMPACTION REQUIREMENT TEST (2005) LOCATION (%) (PC F) (%) (PCF) (%) ("!o) (ft) STORM SEWER i Reference: 0 = bottom of structure STRUCTURE BACKFILL 4/28 At structure #3 13.5 107.6 16.0 105.5 98.0 98 0-1 4/28 << << 13.5 107.6 14.3 106.8 99.3 98 0+1 4/28 << << 13.5 107.6 13.8 107.8 100.2 98 1+2 4/28 << << 13.5 107.6 12.3 108.8 101.1 98 2+3 4/28 " << 13.5 107.6 9.8 105.4 98.0 98 3+4 4/28 At structure #11 13.5 1n7 h 1Ll. h 1nc; R QR'l QQ "_1 4/28 " << 13.5 107.6 11.3 106.0 98.5 98 0+1 4/28 " " 13.5 107.6 11.0 107.1 99.5 98 1+2 4/28 " " 13.5 107.6 13.1 105.6 98.1 98 2+3 4/29 At structure #4 13.5 107.6 15.6 105.4 98.0 98 0-1 4/29 " " 13.5 107.6 14.1 107.1 99.5 98 0+1 4/29 " " 13.5 107.6 13.6 106.1 98.6 98 1+2 4/29 " " 13.5 107.6 12.1 106.0 98.5 98 2+3 4/29 " " 13.5 107.6 11.1 105.8 98.3 98 3+4 i 4/29 At structure #2 13.5 107.6 16.0 105.7 98.2 98 1-2 4/29 " " 13.5 107.6 15.4 105.8 98.3 98 0-1 4/29 << " 13.1 114.2 12.9 113.4 99.3 I 98 0+1 4/29 << " 13.1 114.2 12.2 111.9 98.0 98 1+2 4/29 << " 13.5 107.6 12.0 106.9 99.3 98 2+3 4/29 " " 13.5 107.6 11.6 106.1 98.6 98 3+4 THESE TEST RESUL TS APPL Y ONL Y TO THE SPECIFIC LOCATIONS NOTED AND MAY NOT REPRESENT ANY OTHER LOCA T10NS OR ELEVA T10NS. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, iNC. NOTES: Proctor Method: Standard X Modified DENSITY TEST METHOD: X Drive Sleeve X Nuclear Gauge . Results do not meet project's requirement. TESTS PERFORMED PER ASTM D2922-96&ASTM D3017-96 "Retest results do meet project's requirement DENSITIES SHOWN: Lbs. per cubic foot Respectfully Submitted, MOISTURE CONTENT Percent of dry weight Professional Service Industries, Inc. PERCENT COMPACTION: Base on maximum dry density obtained on a representative sample Ifmr 3 Jeffrey H.M. Begovich, P.E. Vice President/Construction Services Florida Registration No. 51869 Professional Service Industries. Inc.' 1748 33rd Street. Orlando. FL 32839' Phone 407/304-5560' Fax 4071304-5561 FL Engineering Business 3684 Build On Engineering.. Consulting" Testing REPORT OF IN-PLACE DENSITY TESTS TESTED FOR: A1A Acquisition Group, LTD., LLP DATE: 5/4/05 3425 Atlantic Avenue REPORT NO: 2 Cocoa Beach, FL 32931 PROJECT NO: 761-50044 Attn: Roger Dobson PROJECT: Residence Inn - Cape Canaveral, FL MAXIMUM IN-PLACE ELEV. OPTIMUM LAB DRY DRY COMPACTION OF DATE MOISTURE DENSITY MOISTURE DENSITY COMPACTION REQUIREMENT TEST (2005) LOCATION ('Yo) (PCF) ('Yo) (PCF) ('Yo) ('Yo) (ft) I NATURAL GROUND MATERIAL- Reference: 0 = top of existing grade SECTION C 4/26 Approx. K-77 (retest) 13.3 114.2 13.1 111.8 97.9 ** 95 0-1 4/26 Aoprox. S-84 (retest) 13.5 107.6 6.2 107.5 99.9 ** 95 0-1 4/26 Approx. 0-86 13.3 114.2 7.9 113.1 99.0 95 0-1 4/26 Approx. Q-96 13.5 107.6 12.0 105.6 98.1 95 0-1 4/26 Approx. G-96 9.9 110.8 10.6 107.0 96.6 95 0+1 4/27 Approx. 0-94 9.9 110.8 13.1 109.0 98.4 95 0+1 ,1/')7 bnnrnv 1::>-07 00 . <f' 0 "" 0 "'''' " "l: "7 ,~ ^ 4/27 Aoorox. 8.5-90 9.9 110.8 11.6 107.0 96.6 95 0+1 4/27 Approx. K.5-92 9.9 110.8 12.3 109.9 99.2 95 0+1 4/27 Approx. F.5-96 9.9 110.8 13.1 107.6 97.1 95 1+2 4/27 Aoprox. N-97 9.9 110.8 12.1 106.3 95.9 95 0+1 4/27 Approx. 0-97 9.9 110.8 9.8 107.9 97.4 95 1+2 4/27 Approx. S-94 9.9 110.8 8.5 110.8 100.0 95 1+2 4/28 Aoorox. Q.5-87 9.9 110.8 9.1 107.0 96.6 95 0+1 4/28 Approx. T-94 9.9 110.8 10.3 107.5 97.0 95 0+1 4/28 Approx. M-84 9.9 110.8 10.3 107.7 97.2 95 0+1 4/28 " " 9.9 110.8 11.3 106.6 96.2 95 1+2 4/28 Approx. R-75 9.9 110.8 12.1 105.5 95.2 95 1+2 4/28 Approx. K-90 9.9 110.8 11.1 107.7 97.2 95 1+2 THESE TEST RESUL TS APPL Y ONL Y TO THE SPECIFIC LOCA nONS NOTED AND MA Y NOT REPRESENT ANY OTHER LOCATIONS OR ELEVA TlONS. REPORTS MA Y NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, ING. NOTES: Proctor Method: Standard X Modified DENSITY TEST METHOD:..2LDrive Sleeve LNuclear Gauge * Results do not meet project's requirement. TESTS PERFORMED PER ASTM 02922-96 & ASTM 03017-96 "Retest results do meet project's requirement DENSITIES SHOWN: Lbs. per cubic foot Respectfully Submitted, MOISTURE CONTENT: Percent of dry weight Professional Service Industries. Inc. PERCENT COMPACTION: Base on maximum dry density obtained on a representative sample /fmr 4 Jeffrey H.M. Begovich, P.E. Vice President/Construction Services Florida Registration No. 51869 Professional Service Industries. Inc. . 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560 . Fax 407/304-5561 FL Engineering Business 3684 MOISTURE-DENSITY RELATIONSHIP TEST 112 1 1 1 ~ ~ ..... , ~ " ~ " '+- V '\ () Q 110 J I\. . ~ >, +' , .- (JJ I \. c IV U >, 109 , L 0 \. , , 108 107 4 6 8 10 12 14 16 Water content, % Test specification: ASTM D 1557-78 Method A, Modified Elev/ Clossi f icot ion Not. Sp.G. LL PI % > % < Depth USCS AASHTO Mo i st. No.4 No.200 TEST RESULTS MATERIAL DESCRIPTION Maximum dry density 1 10 . 8 pc f REDDISH BROWN SAND WITH Optimum moisture = 9.9 % TRACES OF SILTS Project No.: 761-50044 Remarks: Project: RESIDENCE INN FILE#341 Locat ion: IMPORT FILL ADJACENT TO GRADE BEAMS Date: 4-26-2005 MOISTURE-DENSITY RELATIONSHIP TEST PSI, Inc_ Fig. No. MOISTURE-DENSITY RELATIONSHIP TEST 109 108 ~ ....... ~ , , '+-- , 1\ 0 Q. 107 , " V l ~ +-' , .- Ul ~ C ~ Q) - , u \ ~ 106 L Cl 105 104 8 10 12 14 16 18 20 Water content, % Test specification: ASTM D 1557-78 Method A, Modified Elev/ Classification Nat. Sp.G. PI % > % < LL Depth USCS AASHTO Mo i st. No.4 No.200 TEST RESULTS MATERIAL DESCRIPTION Maximum dry density = 107.6 pcf LIGHT GREY/BRN FINE SAND Optimum moisture = 1.3.5 % W/TR. OF SILTS AND SHELL Project No.: 761-50044 Remarks: Project: RESEDENCE INN-CAPE CANAVERAL FILE #267 Locat ion: SUBGRADE EXISTING BENEATH PROPOSED BUILDING AREA Date: .3-16-05 MOISTURE-DENSITY RELATIONSHIP TEST PSI, Inc. Fig. No. MOISTURE-DENSITY RELATIONSHIP TEST 115 , - 114 .4l " I ~' ~ ., , "j / \ / \ '+- ~ , 0 0.. 113 ./ \ . ~ \ >, - +-' .- (J) I c <D U >, 1 12 L Cl 1 1 1 \ 110 8 10 12 1 A 1 c 18 20 I.,. IU Water content, % Test specification: ASTM D 1557-78 Method A, Mod i f i ed Elev/ Classification Na t. Sp.G. LL PI % > % < Depth USCS AASHTO Mo is t. No.4 No.200 TEST RESULTS MATERIAL DESCRIPTION Maximum dry density = 1 1 4 . 2 pc f LIGHT GREYISH BROWN S/S Optimum moisture = 13.3 % SAND W/TR. OF SHELL Pro j ec t No.: 761-50044 Remorks: Project: RESIDENCE INN-CAPE CANAVERAL FILE #264 Locat ion: SUBGRADE EXISTING BENEATH PROPOSED BUILDING AREA Date: 3-16-05 MOISTURE-DENSITY RELATIONSHIP TEST PSI, Inc. Fig_ No. Build On Engineering. Consulting. Testing REPORT OF IN-PLACE DENSITY TESTS TESTED FOR: A1A Acquisition Group, LTD., LLP DATE: 6/14/05 3425 Atlantic Avenue REPORT NO: 3 Cocoa Beach, FL 32931 PROJECT NO: 761-50044 Attn: Roger Dobson PROJECT: Residence Inn - Cape Canaveral, FL TECHNICIAN: Various MAXIMUM IN-PLACE ELEV. OPTIMUM LAB DRY DRY COMPACTION OF DATE MOISTURE DENSITY MOISTURE DENSITY COMPACTION REQUIREMENT TEST (2005) LOCATION (%) (PC F) (%) (PCF) (%) ('Yo) (ft) I GRADE BEAM BACKFILL Reference: 0 = top of existing arade i 5/12 8-5 9.9 110.8 12.8 105.4 95.1 95 0+1 5/12 " " 9.9 110.8 12.8 105.4 95.1 95 1+2 5/18 " " 9.9 110.8 11.6 106.9 96.5 95 2+3 5/12 U-7 9.9 110.8 12.4 107.1 96.7 95 1+2 5/12 M-69.5 9.9 110.8 12.2 110.0 99.3 98 0+1 5/12 S-67 9.9 110.8 11.3 110.5 99.7 98 1+2 5/12 K-67 9.9 110.8 10.6 105.8 95.5 95 1+2 5/12 " " 9.9 110.8 11.6 105.5 95.2 95 0+1 5/12 0-9 9.9 110.8 12.4 107.1 96.7 95 0+1 5/13 E.5-3 9.9 110.8 10.5 107.2 96.8 95 0+1 5/13 F-10 9.9 110.8 9.8 105.6 95.3 95 1+2 5/13 G-5 9.9 110.8 10.6 108.7 98.1 95 1+2 5/18 " " 9.9 110.8 9.4 109.6 99.0 95 2+3 5/13 K-4 9.9 110.8 9.5 106.2 95.9 95 0+1 5/13 N-4 9.9 110.8 10.3 107.9 97.4 95 0+1 5/13 Q.5-4 9.9 110.8 9.5 105.9 95.6 95 0+1 5/13 P-24 9.9 110.8 9.7 108.1 97.6 95 0+1 5/13 P-28 9.9 110.8 11.9 106.6 96.2 95 1+2 5/13 P-33 9.9 110.8 9.7 105.5 95.2 95 0+1 5/13 P-37 9.9 110.8 10.9 111.0 100.2 95 0+1 5/17 M-46 9.9 110.8 12.6 111.0 100.2 95 0+1 5/17 M-61 9.9 110.8 12.9 109.8 99.0 95 0+1 THESE TEST RESUL TS APPL Y ONL Y TO THE SPECIFIC LOCATIONS NOTED AND MA Y NOT REPRESENT ANY OTHER LOCA TlONS OR ELEVA TlONS. REPORTS MA Y NOT BE REPRODUCED. EXCEPT IN FULL. WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, ING. NOTES: Proctor Method: Standard X Modified DENSITY TEST METHOD:.LDrive Sleeve LNuciear Gauge . Results do not meet project's requirement. TESTS PERFORMED PER ASTM 02922-96 & ASTM 03017-96 "Retest results do meet project's requirement DENSITIES SHOWN: Lbs. per cubic foot Respectfully Submitted, MOISTURE CONTENT: Percent of dry weight Professional Service Industries. Inc. PERCENT COMPACTION: Base on maximum dry density obtained on a representative sample 1 Jeffrey H.M. Begovich, PE. Vice President/Construction Services Florida Registration No. 51869 Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560' Fax 407/304-5561 FL Engineering Business 3684 Build On /Engineering · Consulting. Testing REPORT OF IN-PLACE DENSITY TESTS TESTED FOR: A1A Acquisition Group, LTD., LLP DATE: 6/14/05 3425 Atlantic Avenue REPORT NO: 3 Cocoa Beach, FL 32931 PROJECT NO: 761-50044 Attn: Roger Dobson PROJECT: Residence Inn - Cape Canaveral, FL MAXIMUM IN-PLACE ELEV. OPTIMUM LAB DRY DRY COMPACTION OF DATE MOISTURE DENSITY MOISTURE DENSITY COMPACTION REQUIREMENT TEST (2005) LOCATION (%) (PCF) (%) (PCF) (%j ("!o) (ft) GRADE BEA-Yo BACKFILL Reference: 0 = top of existing grade 5/17 Q.4-5 9.9 110.8 14.7 110.0 99.0 95 1+2 5/17 N-5 9.9 110.8 14.3 108.8 98.2 98 1 +2 5/18 "" 9.9 110.8 13.1 107.7 98.3 95 2+3 5/17 K-5 9.9 110.8 13.7 109.4 98.7 95 1+2 5/18 "" 9.9 110.8 12.7 108.0 97.5 95 2+3 5/17 F-12 9.9 110.8 13.9 107.6 97.1 95 1+2 5/17 8-14 9.9 110.8 13.8 110.4 100.0 95 0+1 5/17 L-37 9.9 110.8 13.2 108.5 97.9 95 1+2 5/17 8-14 9.9 110.8 14.8 109.0 98.4 95 1+2 5/17 N-19 9.9 110.8 11.4 109.1'\ 99.1 95 0+1 5/18 8.5-5 9.9 110.8 13.3 109.2 98.6 95 0+1 5/18 " " 9.9 110.8 12.8 108.8 98.2 95 1+2 5/18 Q.5-5 9.9 110.8 10.7 109.0 98.3 95 2+3 5/18 E.5-5 9.9 110.8 12.7 I 108.2 97.6 95 2+3 5/18 A.5-10 9.9 110.8 11.9 I 108.4 97.8 95 2+3 5/18 0-5 9.9 110.8 13.0 108.8 98.2 95 2+3 5/18 0.5-24 9.9 110.8 9.5 108.6 97.5 95 2+3 5/18 0.5-28 9.9 110.8 11.5 110.6 100.0 95 2+3 5/18 0.5-33 9.9 110.8 14.5 109.4 98.7 95 2+3 5/18 0.5-37 9.9 110.8 12.0 108.2 97.6 95 2+3 5/19 0.5-57 9.9 11 0.8 11.5 106.5 96.1 95 1 +2 5/19 H-53 9.9 110.8 11.6 105.5 95.2 95 1 +2 THESE TEST RESUL TS APPL Y ONL Y TO THE SPECIFIC LOCATIONS NOTED AND MA Y NOT REPRESENT ANY OTHER LOCA TlONS OR ELEVATIONS. REPORTS MA Y NOT BE REPRODUCED. EXCEPT IN FULL. WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. NOTES: Proctor Method: Standard X Modified DENSITY TEST METHOD: X Drive Sleeve X Nuclear Gauge * Results do not meet project's requirement. TESTS PERFORMED PER ASTM 02922-96 &ASTM 03017-96 "Retest results do meet project's requirement DENSITIES SHOWN: Lbs. per cubic foot Respectfuliy Submitted. MOISTURE CONTENT: Percent of dry weight Professional Service Industries, Inc. PERCENT COMPACTION: Base on maximum dry density obtained on a representative sample 2 Jeffrey H.M. Begovich. P.E. Vice President/Construction Services Florida Registration No. 51869 Professional Service Industries. Inc.. 1748 33rd Street'; Orlando. FL 32839 . Phone 407/304-5560 . Fax 407/304-5561 FL Engineering Business 3684 Build On Engineering.. Consulting.. Testing REPORT OF IN-PLACE DENSITY TESTS TESTED FOR: A 1A Acquisition Group, LTD., LLP DATE: 6/14/05 3425 Atlantic Avenue REPORT NO: 3 Cocoa Beach, FL 32931 PROJECT NO: 761-50044 Attn: Roger Dobson PROJECT: Residence Inn - Cape Canaveral, FL MAXIMUM IN-PLACE ELEV. OPTIMUM LAB DRY DRY COMPACTION OF DATE MOISTURE DENSITY MOISTURE DENSITY COMPACTION REQUIREMENT TEST (2005) LOCATION (%) (PCF) (%) (PCF) (%) (%) (ft) GRADE BEAM BACKF!LL Reference: 0 = top of existing grade 5/19 K-43 9.9 110.8 8.7 110.4 99.6 95 1+2 5/23 8-45 9.9 110.8 12.3 105.4 95.1 95 2+3 5/23 8-61 9.9 11 0.8 13.0 106.5 96.1 95 2+3 5/23 K-62 9.9 110.8 10.5 106.0 95.7 95 2+3 5/26 G-60 9.9 110.8 9.4 109.0 98.4 95 2+3 5/26 " " 9.9 110.8 9.8 109.6 98.9 95 1+2 5/26 G-45 9.9 110.8 9.5 107.2 96.7 95 2+3 5/26 F.2-54 9.9 110.8 8.1 108.8 98.2 95 2+3 SLAB ON GRADE Reference: 0 = top of finish grade 5/27 0.5-10 9.9 110.8 6.9 107J, 97.1 9'1 0-1 5/27 M-4 9.9 110.8 7.1 106.9 96.5 95 0-1 5/27 0-4 9.9 110.8 7.4 105.4 95.1 95 0-1 5/27 L-11 9.9 110.8 7.3 106.1 95.8 95 0-1 5/27 K-5 9.9 110.8 7.6 106.6 96.2 95 0-1 5/26 8-5 9.9 110.8 7.6 105.6 95.3 95 0-1 5/26 0-5 9.9 110.8 5.4 107.3 96.8 95 0-1 5/26 E.5-5 9.9 110.8 6.8 107.1 96.7 95 0-1 5/26 G.8-5 9.9 110.8 5.2 103.1 93.0 * 95 0-1 5/27 " "(retest) 9.9 110.8 6.8 106.2 95.8 *. 95 0-1 5/26 G.2-10 9.9 110.8 9.6 103.4 93.3 * 95 0-1 5/27 " " (retest) 9.9 110.8 7.6 105.8 95.5 *. 95 0-1 5/26 F-10 9.9 110.8 8.1 107.4 96.9 95 0-1 THESE TEST RESUL TS APPL Y ONL Y TO THE SPECIFIC LOCATIONS NOTED AND MA Y NOT REPRESENT ANY OTHER LOCA TlONS OR ELEVATIONS. REPORTS MA Y NOT BE REPRODUCED. EXCEPT IN FULL. WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. NOTES: Proctor Method: Standard X Modified DENSITY TEST METHOD: X Drive Sleeve X Nuclear Gauge . Results do not meet project's requirement. TESTS PERFORMED PER ASTM 02922-96 TISTM 03017-96 "Retest results do meet project's requirement DENSITIES SHOWN: Lbs. per cubic foot Respectfully Submitted. MOISTURE CONTENT: Percent of dry weight Professional Service Industries, Inc. PERCENT COMPACTION: Base on maximum dry density obtained on a representative sample 3 Jeffrey H.M. Begovich. P.E. Vice President/Construction Services Florida Registration No 51869 Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560' Fax 407/304-5561 FL Engineering Business 3684 Build On Engineering II Consulting II Testing REPORT OF IN-PLACE DENSITY TESTS TESTED FOR: A1A Acquisition Group, LTD., LLP DATE: 6/14/05 3425 Atlantic Avenue REPORT NO: 3 Cocoa Beach, FL 32931 PROJECT NO: 761-50044 Attn: Roger Dobson PROJECT: Residence Inn - Cape Canaveral, FL MAXIMUM IN-PLACE ELEV. OPTIMUM LAB DRY DRY COMPACTION OF DATE MOISTURE DENSITY MOISTURE DENSITY COMPACTION REQUIREMENT TEST (2005) LOCATION (%) {PC F) (%) (PCF) (%) (%) (ft) SLAB ON GRADE Reference: 0 = top of finish grade 5/27 Q-38 9.9 110.8 5.7 107.7 97.2 95 0-1 5/27 Q-33 9.9 110.8 6.9 109.0 98.4 95 0-1 5/27 Q-28 I 9.9 110.8 6.4 105.8 95.5 95 0-1 5/27 Q-24 9.9 110.8 7.4 108.0 97.5 95 0-1 5/27 Q-19 9.9 110.8 8.1 109.5 98.8 95 0-1 5/27 L-38 9.9 110.8 9.7 107.8 97.3 95 0-1 5/27. L-33 9.9 110.8 8.1 108.7 98.1 95 0-1 - 5/27 L-24 9.9 110.8 9.6 109.4 98.7 95 0-1 5/27 L-19 9.9 110.8 9.2 110.6 99.8 95 0-1 5/27 S-14 9.9 110.8 7.1 109.7 99.0 I 95 0-1 5/27 T-9 9.9 110.8 7.6 1 06.4 96.0 95 0-1 5/27 8-4 9.9 110.8 7.1 105.6 95.3 95 0-1 5/27 0-14 9.9 110.8 7.3 106.2 95.8 95 0-1 5/16 P-60 13.3 114.2 13.0 113.8 99.6 95 0-1 5/16 P-45 13.3 114.2 12.2 112.2 98.2 95 0-1 5/18 K-79 9.9 110.8 14.4 105.3 95.0 95 0-1 5/18 K-70 9.9 110.8 11.8 105.8 95.5 95 0-1 5/18 T.5-97 9.9 110.8 5.6 107.4 96.9 95 0-1 5/18 R.5-97 9.9 110.8 5.5 107.7 97.2 95 0-1 5/18 M-97 9.9 110.8 6.1 107.9 97.4 95 0-1 5/18 K-97 9.9 110.8 6.4 109.3 98.7 95 0-1 5/18 F-91 9.9 110.8 6.1 108.4 97.8 95 0-1 THESE TEST RESUL TS APPL Y ONL Y TO THE SPECIFIC LOCA TlONS NOTED AND MA Y NOT REPRESENT ANY OTHER LOCATIONS OR ELEVATIONS. REPORTS MA Y NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES. INC NOTES: Proctor Method: _Standard ---2L.Modified DENSITY TEST METHOD:LDrive Sleeve LNuclear Gauge . Results do not meet project's requirement. TESTS PERFORMED PER ASTM 02922-96 & ASTM 03017-96 "Retest results do meet project's requirement DENSITIES SHOWN: Lbs. per cubic foot Respectfully Submitted, MOISTURE CONTENT: Percent of dry weight Professional Service Industries, Inc. PERCENT COMPACTION: Base on maximum dry density obtained on a representative sample 4 Jeffrey H.M. Begovich, P.E. Vice President/Construction Services Florida Registration No. 51869 Professional Service Industries. Inc. . 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560 . Fax 407/304-5561 FL Engineering Business 3684 Build On Engineering.. Consulting.. Testing REPORT OF IN-PLACE DENSITY TESTS TESTED FOR: A 1A Acquisition Group, LTD., LLP DATE: 6/14/05 3425 Atlantic Avenue REPORT NO: 3 Cocoa Beach, FL 32931 PROJECT NO: 761-50044 Attn: Roger Dobson PROJECT: Residence Inn - Cape Canaveral, FL MAXIMUM IN-PLACE ELEV. OPTIMUM LAB DRY DRY COMPACTION OF DATE MOISTURE DENSITY MOISTURE DENSITY COMPACTION REQUIREMENT TEST (2005) LOCATION (%) (PCF) (%) (PCF) (%) (%) (ft) SLAB ON GRADE Reference: 0 = top of finish grade 5/18 D-97 9.9 110.8 4.3 105.4 95.1 95 0-1 5/18 B-97 9.9 110.8 7.1 109.0 98.4 95 0-1 5/18 U-92 9.9 110.8 4.6 105.9 95.6 95 0-1 5/18 8-93 9.9 110.8 6.4 109.1 98.5 95 0-1 5/18 H-93 9.9 110.8 6.5 110.0 99.3 95 0-1 5/18 F-93 9.9 110.8 5.9 109.8 99.1 95 0-1 5/18 D-93 9.9 110.8 6.2 106.1 95.8 95 0-1 5/18 S-87 9.9 110.8 7.4 108.4 97.8 95 0-1 5/18 R-84 9.9 110.8 6.8 106.6 96.2 95 0-1 I 5/18 I L.5-84 I 9.9 I 110.8 I 7.0 I 105.8 I 95.5 1 95 I O~1 I THESE TEST RESUL TS APPL Y ONL Y TO THE SPECIFIC LOCA nONS NOTED AND MA Y NOT REPRESENT ANY OTHER LOCA nONS OR ELEVA nONS. REPORTS MA Y NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. NOTES: Proctor Method: Standard X Modified DENSITY TEST METHOD:.lLDrive Sleeve .1LNuclear Gauge . Results do not meet project's requirement. TESTS PERFORMED PER ASTM 02922-96 & ASTM 03017-96 "Retest results do meet project's requirement DENSITIES SHOWN: Lbs. per cubic foot Respectfully Submitted, MOISTURE CONTENT: Percent of dry weight Professional Service Industries, inc. PERCENT COMPACTION: Base on maximum dry density obtained on a representative sample 5 Jeffrey H.M. Begovich, P.E. Vice President/Construction Services Florida Registration No. 51869 Professional Service Industries. Inc.' 1748 33rd Street. Orlando. FL 32839 . Phone 407/304-5560' Fax 407/304-5561 FL Engineering Business 3684 Build On Engineering" Consulting.. Testing REPORT OF IN-PLACE DENSITY TESTS TESTED FOR: A1A Acquisition Group, LTD., LLP DATE: 6/14/05 3425 Atlantic Avenue REPORT NO: 3 Cocoa Beach, FL 32931 PROJECT NO: 761-50044 Attn: Roger Dobson PROJECT: Residence Inn - Cape Canaveral, FL MAXIMUM IN-PLACE ELEV. OPTIMUM LAB DRY DRY COMPACTION OF DATE MOISTURE DENSITY MOISTURE DENSITY COMPACTION REQUIREMENT TEST (2005) LOCATION (%) (PCF) (%) (PCF) (%) (%) (ft) STORM SEWER BACKFILL Reference: 0 = top of pipe / base of structure 5/16 @ Structure 6 13.3 114.2 12.4 112.1 98.2 98 1+2 5/16 " " 13.3 114.2 12.9 112.6 98.6 98 0+1 5/16 " " 13.3 114.2 13.8 112.8 98.7 98 0-1 5/16 Between 6 and 7 13.3 114.2 10.5 112.8 98.8 98 1+2 5/16 " " 13.3 114.2 11.7 113.4 99.3 98 0+1 5/16 " " 13.3 114.2 14.1 113.6 99.5 98 0-1 5/17 " " 13.3 114.2 7.0 114.4 100.2 98 0+1 5/17 " " 13.3 114.2 12.0 114.2 100.0 98 0-1 5/17 Between 7 anrl 8 13.3 114.2 13.2 112.8 98.8 98 1+2 5/17 " " 13.3 114.2 12.9 113.2 99.1 98 0+1 5/17 " " 13.3 114.2 12.5 113.7 99.6 98 0-1 RETENTION WALL Reference: 0 = bottom of wall BACKFILL SOILS 5/03 IN. wall, N. end of trench 13.5 107.6 13.3 105.1 97.7 95 0-1 5/03 W. wall, S. end of trench 13.5 107.6 14.0 105.6 98.1 95 0-1 5/18 W. wall, north end 13.3 114.2 17.5 113.8 99.0 95 0+1 5/19 " " 13.5 107.6 12.3 102.6 95.4 95 4+5 5/24 " " 13.3 114.2 6.3 110.6 96.8 95 5+6 5/18 W. wall, center 13.3 114.2 12.1 111.6 97.7 95 0+1 THESE TEST RESULTS APPL Y ONL Y TO THE SPECiFiC LOCA nONS NOTED AND MA Y NOT REPRESENT ANY OTHER LOCA TIONS OR ELEVA nONS. REPORTS MA Y NOT BE REPRODUCED, EXCEPT IN FULL, WiTHOUT WRITTEN PERMISSiON BY PROFESSIONAL SERVICE INDUSTRIES, INC. NOTES: Proctor Method: Standard X Modified DENSITY TEST METHOD:..LDrive Sleeve .lLNuclear Gauge * Results do not meet project's requirement. TESTS PERFORMED PER ASTM 02922-96 & ASTM 03017-96 "Retest results do meet project's requirement DENSITIES SHOWN: Lbs. per cubic foot Respectfully Submitted, MOISTURE CONTENT: Percent of dry weight Professional Service Industries, Inc. PERCENT COMPACTION: Base on maximum dry density obtained on a representative sample 6 Jeffrey H.M. Begovich, PE. Vice President/Construction Services Florida Registration No. 51869 Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560 . Fax 407/304-5561 FL Engineering Business 3684 Build On Engineering. Consulting. Testing REPORT OF IN-PLACE DENSITY TESTS TESTED FOR: A1A Acquisition Group, LTD., LLP DATE: 6/14/05 3425 Atlantic Avenue REPORT NO: 3 Cocoa Beach, FL 32931 PROJECT NO: 761-50044 Attn: Roger Dobson PROJECT: Residence Inn - Cape Canaveral, FL MAXIMUM IN-PLACE ELEV. OPTIMUM LAB DRY DRY COMPACTION OF DATE MOISTURE DENSITY MOISTURE DENSITY COMPACTION REQUIREMENT TEST (2005) LOCATION (%) (PCF) (%) (PCF) (%) (%) (ft) RETENTION WALL Reference: 0 = bottom of wall I BACKFILL SOILS 5/18 W. wall, south end 13.3 114.2 11.4 110.8 97.0 95 0+1 5/19 " " 13.5 107.6 11.6 102.9 95.6 95 4+5 5/24 " " 13.3 114.2 5.8 111.2 97.4 95 6+7 5/18 W. wall, center of N. half 13.3 114.2 6.6 110.2 96.5 95 1+2 5/18 W. wall, center of S. half 13.3 114.2 9.8 111.9 98.0 95 1+2 5/19 S. wall, center 13.5 107.6 12.1 107.0 99.4 95 0-6" 5/20 " " 13.5 107.6 13.9 106.0 98.5 95 1+2 13:3 I I'LL 0.4 110.4 !:i~.4 !:it> 5+6 5/25 " " 13.3 114.2 14.9 109.8 96.1 95 6+7 5/20 E. wall, center 13.5 107.6 15.7 102.3 95.1 95 0+1 5/23 " .. 13.5 107.6 10.6 104.5 97.1 95 0+1 5/24 " " 13.3 114.2 4.7 109.6 96.0 95 0+1 5/25 " " 13.3 114.2 8.0 113.2 99.1 95 2+3 5/23 S. wall, east end 13.5 107.6 13.6 102.7 95.4 95 2+3 5/23 S. wall, west end 13.5 107.6 11.0 103.0 95.7 95 3+4 5/25 E. wall, north end 13.3 114.2 9.8 111.8 97.9 95 3+4 5/27 " " 13.5 107.6 12.4 102.4 95.2 95 6+7 5/25 E. wall, south end 13.3 114.2 16.0 110.4 96.7 95 4+5 5/27 .. " 13.5 107.6 11.6 103.8 96.5 95 6+7 THESE TEST RESUL TS APPL Y ONL Y TO THE SPECIFIC LOCA TlONS NOTED AND MA Y NOT REPRESENT ANY OTHER LOCA TlONS OR ELEVATIONS. REPORTS MA Y NOT BE REPRODUCED. EXCEPT IN FULL. WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. NOTES: Proctor Method: Standard X Modified DENSITY TEST METHOD:,.LDrive Sleeve .]LNuclear Gauge , Results do not meet project's requirement. TESTS PERFORMED PER ASTM 02922-96 & ASTM 03017-96 "Retest results do meet project's requirement DENSITIES SHOWN: Lbs. per cubic foot Respectfully Submitted, MOISTURE CONTENT: Percent of dry weight Professional Service Ind us tries, Inc. PERCENT COMPACTION: Base on maximum dry density obtained on a representative sample Ifmr 7 Jeffrey H.M. Begovich, P.E. Vice President/Construction Services Florida Registration No. 51869 Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560' Fax 407/304-5561 FL Engineering Business 3684 On .. .. REPORT OF CONCRETE COMPRESSION TEST Tested For: AlA Acquisition Group LTD., LLP Project: RESIDENCE INN Altn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section "Cn C-4 columns, slab to 2nd floor, col. Lines U-96, U.I-94, S.3-86, S.4-84, S.4-77, S.4-79, S.4-75, S.4-70 Date Placed: 6/10/2005 Technician: I 1/:1-1............, ~ oJ. f'\IIUCIIY Time Batched: 7:15 AM Supplier: Rinker Time Sampled: 8:30 AM Delivery TickeUTruck No.: 92390427 Slump (in) (ASTM CI43): 4 Mix No. & Proportions: 1176347 Air Temp. (F): 80 Concrete Temp. (F) (ASTM Cl064): 84 Date Received in lab: 6/11/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type . No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 52 A 3 6/13/2005 102500 6.00 28.27 3630 Type 1 B 7 6/17/2005 125500 6.00 28.27 4440 Type 2 '"' '-'0 7/8/2005 -t,'")nr\" c:tV, '")0 ')7 6080 Tvpe 1 '-' "'-U I I L.VVV U,VV ","U.,",I D 28 7/8/2005 171000 6.00 28.27 6050 Type 1 H Specifications: 5000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc. . 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560 . Fax 407/304-5561 REPORT OF GROUT COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Alln: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: South and West areas of Section "A" Date Placed: 6/10/2005 Technician: J. Kiiderry Time Batched: 10:42 AM Supplier: Rinker Time Sampled: 11:20 AM Delivery TicketlTruck No.: 92391542 Slump (in) (ASTM C143): N/A Mix No. & Proportions: N/A Air Temp. (F): 83 Concrete Temp. (F) (ASTM C1064): 85 Date Received in lab: 6/11/2005 Air Content (ASTM C173/C231l: N/A COMPRESSIVE TEST RESULTS Test Date Total Prism Prism Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 53 A 7 6/17/2005 27500 3.50x3.70 12.95 2120 Type 1 B 28 7/8/2005 63500 3.55x3.55 12.60 5040 Type 2 C 28 7/8/2005 67550 3.65x3.70 13.51 1":""""" Tvpe 2 ~uvv Specifications: 3000 28 days REMARKS: X Prisms made by PSI Prisms made by Contractor X Prisms picked up by PSI Prisms picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submiiied Professional Service Industries, Inc. Professional Service Industries. Inc. . 1748 33rd Street. Orlando. FL 32839' Phone 407/304-5560 . Fax 407/304-5561 REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Down cells: eMU walls and pilasters, col. Line A to P-1 to 14-2nd floor Sampled: approx. col. Line N.9-4 Date Placed: 7/1/2005 Technician: tv1.0dom I Time Batched: 7:30 AM Supplier: Rinker Time Sampled: 9:25 AM Delivery TicketlTruck No.: 92456657 Slump (in) (ASTM C143): 8 Mix No. & Proportions: 1162918 Air Temp. (F): 83 Concrete Temp. (F) (ASTM C1064): 86 Date Received in lab: 7/212005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type -'" No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 71 A 7 7/8/2005 58000 3.72x3.80 14.14 4100 Type 1 B 28 7/29/2005 C 28 7/29/2005 H Specifications: 3000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM Ci72 and ASTM C3i. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries. Inc. . 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560 . Fax 407/304-5561 On .. Consulting .. REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Alln: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Columns: Line S.1-68, S.2-70, S.2-75, S.1-77, S.2-79, S.2-84, S.1-86. U.1-94. U-96 (2nd floor) Sampled: Column S.1-77 Date Placed: 7/6/2005 Technician: tv1. Odom I Time Batched: 1:40 PM Supplier: Rinker Time Sampled: 2:35 PM Delivery TicketlTruck No.: 92468132 Slump (in) (ASTM C143): 4 Mix No. & Proportions: 1176322 Air Temp. (F): 92 Concrete Temp. (F) (ASTM C1064): 86 Date Received in lab: 7/7/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type ;:)et OJ ""9'" ~. No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 72 A 3 7/9/2005 108000 6.00 28.27 3820 TVDe 1 B 7 7/13/2005 142000 6.00 28.27 5020 Tv De 1 C 28 8/3/2005 0 28 8/3/2005 H Specifications: 5000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560' Fax 407/304-5561 P~;I , *--'.'~ --_..H'...,.."'...'"c',.,..,._.,C.........,'_....,___....."',.....;._,,~.",'.,'_,_~_^_,."...________............'_._..._,,__-'-_..._.._,._.,"' ". ,,"0 "," ,.0. ~_,.____~__.__._ On "CwI.~" ~~ CO\TJ;R [ADiu~ESSfl'ELEPHON~L~:=~=--~-FAX ITFj:EPl!QNE NlJl'!BE~==--"'--==l I 2841$ WEST .KING ST I COCOA ornCE (3:tl} 4"J~l'H t I SUITE 1M I ORLANDO OFFICE FAX (407) 304--55'1 I ! C(X~OA.FL. 32'26 I om~ANOO omCE TELEPHONI~ (4Ia7:rJ04-!5~ I ~J;ZJl ~3-OO&i L____________._____~_ _,~__ DATE: ~ TIMEt U:5'AM~ PM _.~---"--'-'-~"""""'" ~"------ -- TOTAL NUMBER OF PAGES 2 INC(~UDmG COVER PAGE TO: NAME: _M~~eb Ib~~___~_______~_~_,_. ~lRM: _fJ.ty o[~~ CUllvend -~-~._-~_... CITY. ______.____,__.......;.".J............-"....._.'"',...'~""",_.'....................-..,.......,...,..__~.............__~...............,. 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GIO'fJ:CRl'iICAL ENGlNIi:EIUN(i '" lEN''lItONMll\:NT Ai. AN" ASBESTOS M!\J'IAGl:JIU~NT .. ANA!.,!('rICAL SERVJ(~ES .. !'<ONDESTIUJCTn'l!: EXAMINATION Al"ID'i"'fflrlNG " iiC!..:UIlIAtS TES'fING ANO CERTl'i'JCA nON .. TIUlJ'tING i"ROGJL.u!S .... .AK..,._.......,..,.""..",.._'..'_"._.._________~___,____.._.._________._.____._______..___ Profei>$k:.nal San/lea tndua~ri.ssl in(:." 1'14.13. jjrd ;jtr,,~t,.. ()r'I~ndQ. FL 32B3u' ~ Phelfi~ 40712..04-.6560 jj> Fax 407,/304-:S$61 ~:21 PA(3;~. (R1ifllnfomlation ~.-_~ _--' _~_-' ___,~_.__",_______ff---'---'~---~~-----~ -.- · .To On ~#n.Mng ConIlU~ " 'Jlil,lIt!#Ilg Weekly Stmlffilil:ry fu;r leating and m~joo. ~ furoogh OOi03/(lj Projed: ~idoooe Inn PS.I .~ # 761-5()0.44 Coot:racror: WeJbro Site COO~"': VA Paving r- Date - I .. .. ~ L)esail;t~-~----'--'----r----- Renlarb . . -' 1 hm!05 ~"' ...ring 1 on backliU brtw= i- ~TtYt"is mot ;;;]rum..;projoct -1 I I Se(1joo ,. A", densit', llpecil1cati~l of 95':.!c ofmaxlffiUIi'i OOnslty. I I 3 (J'n RetentK'ln F'ood Walls I I 5!2~fu:p";'~itY .....,g . OIl b.;;!ct1}1 R.;;rt;~-I&~'" d<<1srty 1>/St, .ne. mhlimrnn p;"~ I I W:aU~. Rein~orcmg Steel:ns~ioo Grnd~ i s~ification of 95% of m..'uomu.rn density. I . beam Section B, lines H, E f and hoes 6Q, u ; . I. . r '. 41 E r t H ' I I to ii. t,) 'me . . .... I} (}. : : C.'1st i"et of '5 C:,~.:rete C711.nders representing I . I . Grade Bearll5" Section "B', h:: ..~_----i ,-SI25iOS! I;;:P1ace -- ""tins 4 (., badcrill iirt.;;;,;.,;;---, In';;.." .....;iy ..... .... ...-.. projoct i . Pond WaUs, Picked up Mod tranSpolted cylinde:l"'S ! slX':dficatloo of 95% Qf m~!;.ximum. density. I , from 5/24 to OUT lab. .-. ....... "'''-'. ~ ..' '"' .- I 5/2M)S f den1>ity testing 1400 backfill bdw~n I j 2 In-place density tests nIet I grade beams SectioDS A and B. I proj~t ~ification \)f95% '2 tes~~ did not I ! f lUOI:;t 11) ~flCtlOn .f\. ~:teas. ",111 be reu I I 1 v,(,\rk~",j, re'-comp.aiite,Q and fo--testoo on I ' ! I I 5727iOsr'".p;a;;;;&;;;;,t } -'S -14 (; bactdiIY,nbg""te'Ti41;;"Ia", dm'",~ ll1mh.rum~ , ; b~meath slr~b'<ln-grade Sections A. In...plau,;: I of 95%. Ttl!::se testS ! i I d~nsity test~tlg :2 o~ ~a~URetmlkfl Pond ~ i~clu~ t1l': l.,:tests fro!l1~/2f,. In-Place I 1 1 W,aJk :a.'"ttaJ ~~eu.ltorcm~ Steel . .' . . De:nsi1Y,1 estmg b~ne41th !:he proposed floor ! ! . Walls See.tlon L Lmes A-C. 88-90, f, H, slab In S~t1on A IS now comrJl~t:. I i I &. J, elevation 9'4" Rem:forcing Steel missing vertical bars hru-""~---"" ""'i,., C line E. 1 I 5/30..6/2 I No or i.:spa~kin ,x;rorn'u.ld'ue to----..-r-'------- -. . -- .. ; weattler CO!l,(htlOH5 r- "6 -;0 3ro;~--t Obser'v~.,c;n-;m.;;f~~~:;~;~:.w~;.;;~A,I~~~ -r~ ~ds foa1~:-~~-~r:;d~i-;;;~1 I i on:grade. Cast 4 ~ of" C}lmders rept~,ting ! ooh..lnm bases SOOOpsi. Reiofvn::ing Steei I I sIan area and t set for column ba~. Partial. I Partial S~tion C. Rei:nforcing Steel, I I I Reinforcing Steel hIS~-tiOl1 Walls Section C I Missillg Vertical Bars, Elevator Equipment , I ! tit,es E, eleYll.tkm 9'4" IfiX'llJ. Missing vertical bars from 5/27/05 I ,.----____"~....L~____~.___""_~___~__1J~!i:.'::~:..~ p.la~~_..__.__~____.J ~------~--_.._---~---<---~- -------~-_._~------~- " ...'>,~.".~._n.___ Prof6!'ssk.nal S€"rviCf;, !n(ll)stfia$: inc,io fi4.B S$ro S'lr~ft '" DriandQ; FL 329~1;j;"" PhOf1~ 4.o7!'3u<t-SS60 f! Fax 407/304-5561 Build On Engineering. Consulting" Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Altn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section A slab on grade approx. col. Line B-7 Date Placed: 6/3/2005 Technician: J. Kilderry Time Batched: 6:37 AM Supplier: Rinker Time Sampled: 7:13 AM Delivery Ticket/Truck No.: 92367176 Slump (in) (ASTM C143): 3.5 Mix No. & Proportions: 1176299 Air Temp. (F): 74 Concrete Temp. (F) (ASTM C1064): 82 Date Received in lab: 6/4/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 47 A 3 6/6/2005 63000 6.00 28.27 2230 Tvpe 2 B 7 6/10/2005 76500 6.00 28.27 2710 Tvpe 1 C 28 7/1/2005 118000 6.00 28.27 4170 Tvpe 1 0 28 7/1/2005 116750 6.00 28.27 4130 Tvpe 1 H Specifications: 3000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc. . 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560. Fax 407/304-5561 Build On Engineering.. Consulting.. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN AUn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section A slab on grade approx. col. Line D.5-4 Date Placed: 6/3/2005 Technician: J. Kilderry Time Batched: 6:58 AM Supplier: Rinker Time Sampled: 7:35 AM Delivery Ticket/Truck No.: 92367398 Slump (in) (ASTM C143): 5 Mix No. & Proportions: 1176299 Air Temp. (F): 75 Concrete Temp. (F) (ASTM C1064): 80 Date Received in lab: 6/4/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type - ~~ No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 48 A 3 6/6/2005 58000 6.00 28.27 2050 Type 1 B 7 6/10/2005 77000 6.00 28.27 2720 Type 1 C 28 7/1/2005 121000 6.00 28.27 4280 Type 1 D 28 7/1/2005 122500 6.00 28.27 4330 Type 1 H Specifications: 3000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561 Build On Engineering · Consulting. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section 'A' column bases, col. Une U-7, U-9, S.3-16, S.3-19, S.3-24, S.3-26, S.3-28, S.3-33, 8.3-35, S.3-37 Date Placed: 6/3/2005 Technician: J. Kilderry Time Batched: 7:35 AM Supplier: Rinker Time Sampled: 8:12 AM Delivery TicketlTruck No.: 92367616 Slump (in) (ASTM C143): 6 Mix No. & Proportions: 1156016 Air Temp. (F): 75 Concrete Temp. (F) (ASTM C1064): 80 Date Received in lab: 6/4/2005 Air Content (ASTM C173/C231t N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type - No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 49 A 3 6/6/2005 87000 6.00 28.27 3080 Tvoe 1 B 7 6/10/2005 107500 6.00 28.27 3800 Type 1 C 28 7/1/2005 185000 6.00 28.27 6540 Type 1 0 28 7/1/2005 183000 6.00 28.27 6470 Type 1 H Specifications: 3000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561 Build On Engineering.. Consulting.. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section 'A' slab on grade, approx. Q-19 Date Placed: 6/3/2005 Technician: J. Kilderry Time Batched: 8:09 AM Supplier: Rinker Time Sampled: 8:50 AM Delivery TicketlTruck No.: 92367835 Slump (in) (ASTM C143): 6.5 Mix No. & Proportions: 1176299 Air Temp. (F): 78 Concrete Temp. (F) (ASTM Ci064): 84 Date Received in lab: 6/4/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 50 A 3 6/6/2005 60500 6.00 28.27 2140 Type 2 B 7 6/10/2005 68500 6.00 28.27 2420 Type 2 C 28 7/1/2005 107000 6.00 28.27 3780 Type 1 D 28 7/1/2005 105750 6.00 28.27 3740 Type 1 H Specifications: 3000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560' Fax 407/304-5561 Build On Engineering" Consulting.. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN AUn: Roger Dobson CAPE CANAVERAL, FL 3425 Atiantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section 'A' slab on grade, approx. S-38 Date Placed: 6/3/2005 Technician: J. Kilderry Time Batched: 8:55 AM Supplier: Rinker Time Sampled: 9:30 AM Delivery TickeVTruck No.: 92368275 Slump (in) (ASTM C143): 6 Mix No. & Proportions: 1176299 Air Temp. (F): 78 Concrete Temp. (F) (ASTM C1064): 82 Date Received in lab: 6/4/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type , No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 51 A 3 6/6/2005 64500 6.00 28.27 2280 Tvee 1 B 7 6/10/2005 70000 6.00 28.27 2480 Tvee 2 <...; 28 7/1/2005 111000 6.00 28.27 3930 Tvee 1 0 28 7/1/2005 109500 6.00 28.27 3870 Type 1 H Specifications: 3000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications 5 gallons water added to concrete Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560' Fax 407/304-5561 Build On Engineering.. Consulting.. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section A, 2nd floor slab approx. A-5.3 Date Placed: 6/27/2005 Technician: J. Kilderry Time Batched: 6:28 AM Supplier: Rinker Time Sampled: 7:24 AM Delivery TicketITruck No.: 92438907 Slump (in) (ASTM C143): 5 Mix No. & Proportions: 1156016 Air Temp. (F): 81 Concrete Temp. (F) (ASTM C1064): 88 Date Received in lab: 6/28/2005 Air Content IASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 63 A 3 6130/2005 125000 6.00 28.27 4420 Tvpe 2 B 7 7/4/2005 160500 6.00 28.27 5680 Tvpe 1 C 28 7/25/2005 0 28 7/25/2005 H Specifications: 5000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications 10 gallons water added to concrete Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561 Build On Engineering.. Consulting.. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section A, 2nd floor slab approx. E-9 Date Placed: 6/27/2005 Technician: J. Kilderry Time Batched: 7:15 AM Supplier: Rinker Time Sampled: 8:00 AM Delivery TicketlTruck No.: 92439219 Slump (in) (ASTM C143): 3.5 Mix No. & Proportions: 1156016 Air Temp. (F): 84 Concrete Temp. (F) (ASTM C1064): 90 Date Received in lab: 6/28/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type """.' ~"" No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 64 A 3 6/30/2005 106500 6.00 28.27 3770 Tvoe 2 B 7 7/4/2005 129000 6.00 28.27 4560 Type 1 C 28 7/25/2005 0 28 7/25/2005 H Specifications: 4000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc,' 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560 . Fax 407/304-5561 --- -------- ----,.- Build On Engineering.. Consulting.. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section A, 2nd floor slab approx. J-12 Date Placed: 6/27/2005 Technician: J. Kilderry Time Batched: 7:42 AM Supplier: Rinker Time Sampled: 8:37 AM Delivery Ticket/Truck No.: 92439524 Slump (in) (ASTM C143): 7 Mix No. & Proportions: 1156016 Air Temp. (F): 85 Concrete Temp. (F) (ASTM C1064): 88 Date Received in lab: 6/28/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type . No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 65 A 3 6/30/2005 105000 6.00 28.27 3710 Type 1 B 7 7/4/2005 142000 6.00 28.27 5020 Type 2 C 28 7/25/2005 D 28 7/25/2005 H Specifications: 4000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications 10 gallons water added to concrete Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560. Fax 407/304-5561 -.------.- Build On Engineering.. Consulting.. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Alln: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section A, 2nd floor slab approx. T-5 Date Placed: 6/27/2005 Technician: J. Kilderry Time Batched: 8:45 AM Supplier: Rinker Time Sampled: 9:15 AM Delivery TickeUTruck No.: 92439917 Slump (in) (ASTM C143): 5 Mix No. & Proportions: 1156016 Air Temp. (F): 85 Concrete Temp. (F) (ASTM C1064): 90 Date Received in lab: 6/28/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 66 A 3 6/30/2005 96000 6.00 28.27 3400 Tvpe 2 B 7 7/4/2005 120500 6.00 28.27 4260 Tvpe 1 C 28 7/25/2005 D 28 7/25/2005 H Specifications: 4000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications 5 gallons water added to concrete Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560' Fax 407/304-5561 -------.-.--... ---------~._----._----- Build On Engineering.. Consulting.. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section A, 2nd floor slab approx. P-24 Date Placed: 6/27/2005 Technician: J. Kilderry Time Batched: 9:09 AM Supplier: Rinker Time Sampled: 9:58 AM Delivery TicketlTruck No.: 92440188 Slump (in) (ASTM C143): 5.5 Mix No. & Proportions: 1156016 Air Temp. (F): 88 Concrete Temp. (F) (ASTM C1064): 90 Date Received in lab: 6/28/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type ~ .",- No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 67 A 3 6/30/2005 94000 6.00 28.27 3330 Type 1 B 7 7/4/2005 119000 6.00 28.27 4210 Type 1 C 28 7/25/2005 D 28 7/25/2005 H Specifications: 4000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc. . 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560. Fax 407/304-5561 ~___,___,,_._,,_,_,__.___n'_"'_"___'''''''_M_____''_____~_'_______.___.__.__ Build On Engineering .. Consulting" Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section A. 2nd floor slab approx. S-33 Date Placed: 6/27/2005 Technician: J. Kilderry Time Batched: 10:00 AM Supplier: Rinker Time Sampled: 10:59 AM Delivery Ticket/Truck No.: 92440595 Slump (in) (ASTM C143): 6 Mix No. & Proportions: 1156016 Air Temp. (F): 89 Concrete Temp. (F) (ASTM C1064): 91 Date Received in lab: 6/28/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 68 A 3 6/30/2005 85500 6.00 28.27 3020 Type 2 B 7 7/4/2005 115000 6.00 28.27 4070 Type 1 C 28 7/25/2005 D 28 7/25/2005 H Specifications: 4000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560' Fax 407/304-5561 -_._--".,.,----"-"_.,--,--~---_._._.----------,------... Build On Engineering.. Consulting.. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section A, 2nd floor slab approx. P-39 Date Placed: 6/27/2005 Technician: J. Kilderry Time Batched: 10:33 AM Supplier: Rinker Time Sampled: 11:46 AM Delivery TicketlTruck No.: 92440890 Slump (in) (ASTM C143): 6 Mix No. & Proportions: 1156016 Air Temp. (F): 90 Concrete Temp. (F) (ASTM C1064): 91 Date Received in lab: 6/28/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 69 A 3 6/30/2005 97000 6.00 28.27 3430 Type 1 B 7 7/4/2005 137500 6.00 28.27 4860 Type 1 C 28 7/25/2005 0 28 7/25/2005 H Specifications: 4000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications 10 gallons water added to concrete Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service industries, inc.' 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560' Fax 407/304-5561 --- --- ---------- ---------- ----.-- Build On /Engineering" Consulting.. Testing REPORT OF GROUT COMPRESSION TEST Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section C 1st to 2nd floor cell fill, sampled @ P-66 Date Placed: 6/27/2005 Technician: J. Kiiderry Time Batched: 1 :40 AM Supplier: Rinker Time Sampled: 2:15 AM Delivery TicketlTruck No.: 92442030 Slump (in) (ASTM C143): 11 Mix No. & Proportions: N/A Air Temp. (F): 91 Concrete Temp. (F) (ASTM C1064): 90 Date Received in lab: 6/28/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Prism Prism Compressive Type ~ce't r ,,"'... KY," vr No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 70 A 7 7/4/2005 43500 3.70x3.80 14.06 3090 Tvpe 1 B 28 7/25/2005 C 28 7/25/2005 H Specifications: 3000 28 days REMARKS: X Prisms made by PSI Prisms made by Contractor X Prisms picked up by PSI Prisms picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications 25 gallons water added to concrete Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560' Fax 407/304-5561 lp!: ;, lrifommtion _.,_,,__""_,_,___~_,._ ___"~_.."u'm~""""".,_,~__,,__._,,__,_.___.__..,,_,_,_.__.~,_____,_... ,,___,__ ..__._.___.".."...~_ ~..". .To Build On Engineering. Consulting. Testing REPORT OF REINFORCED CONCRETE INSPECTION TESTED FOR: A 1A Acquisition Group, lTD., llP PROJECT: Residence Inn - Cape Canaveral, FL 3425 Atlantic Avenue REPORT NO: 3 Cocoa Beach, Fl32931 PROJECT NO: 761-50044 Attn:RogerDobson DATE: 5/27/2005 TECHNICIAN: S. Corrigan REINFORCING STEEL PLACEMENT STRUCTURAL ELEMENT ElEVATION: 9'4" Foundation PlAN LOCATION: section C, column lines A - C & 88 - 99, E, F, G, H, J X Wall Column Floor Slab Stair Other CRITERIA UTILIZED AS INSPECTION REFERENCE: Structural Plans: Sheet(s): S212 Deiail(s): 2,3 RFI: PDG S302 1,2, 3,5,6,7, 11 RFI: Dated: 5/23/05 213 RFI: CONDmONS I CONSTRUCTIONS OBSERVED: No exceptions Deficiencies X Proper quantity, spacing. & layout X X Proper spRee lengths & splice locations X X Proper chairing and concrete cover X X Proper securement of reinforcing X Proper layout of post tensioning cables Proper drape of post tensioning tendons Proper sheathing and anchor reinforcing Concrete strength verified Concrete consolidated during placement Other. DEFICIENCIES: Una E missing two #5 verticals REINSPECTION REQUIRED: Yes REMARKS: NOTES: Contractor is responsible for scheduling any necessary reinspection after remedial work is performed. Tests may not be reproduced, except in full, without written permission from Professional Service Industries, Inc. PageS of5 -------.------.---.--....-.------.----------- - ...-----.-- Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560 . Fax 407/304-5561 FL Engineering Business 3684 p~ ~CH LIST I I I PROJECT NAME: Residence Inn - Cape Canaveral, Florida PROJECT NO. t 761-50044 jl ! - TECHNICIAN: S. Corrigan DATE 01 REPORT: OS/27/05 DESCRIPTION OF WORK: I Threshold . ITEM NO. DATE DESCRIPTION OF DEFICIENCY ACTION REQUIRED REINSPECTION DATE 1 5/27/05 Line E is missing two #5 vertical reinforcing bars. Install as soeclfied ~ --1 j 3 I 1 1 .~ 'I!{)J~I/! ~ l.~S;' Information ~.,. .To Build On Engineering. Consulting. Testing REPORT OF REINFORCED CONCRETE INSPECTION TESTED FOR: A 1A Acquisition Group, LTD., LLP PROJECT: Residence Inn - Cape Canaveral, FL 3425 Atlantic Avenue REPORT NO: 3 Cocoa Beach, FL 32931 PROJECT NO: 761-50044 Attn: Roger Dobson DATE: 5/24/2005 TECHNICIAN: S. Corrigan REINFORCING STEEL PLACEMENT STRUCTURAL ELEMENT ELEVATION: on grade X Foundation PLAN LOCATION: grade beams, section B, lines G, H, E.7, E.5 - H & 41, E.6to G.25 & 56, G - H & 60 Wall Column Floor Slab Stair Other CRITERIA UTlUZED AS INSPECTION REFERENCE: Structural Plans: Sheet(s}: S212 Detail(s): RFI: PDG S102 2,3,4, RFI: Dated: 3/23/05 8104,8302 5, 11 RFI: CONOmONS I CONSTRUCTIONS OBSERVED: No exceptions Deficiencies X Proper quantity, spacing, & layout X X Proper splice lengths & splice locations X X Proper chairing and concrete cover X X Proper securement of reinforcing X Proper layout of post tensioning cables Proper drape of post tensioning tendons Proper sheathing and anchor reinforcing X Concrete strength verified X X Concrete consolidated during placement X Other: DEFICIENCIES: REINSPECTlON REQUIRED: No REMARKS: NOTES: Contractor is responsible for scheduling any necessary reinspectlon after remedial work is performed. Tests may not be reproduced, except in full, without written permission from Professional Service Industries, Inc. Page 4 of 5 --'~-"-"--~---'- -~--_.._--_._.~----_._------------ Professional Service Industries, Inc.. 1748 33rd Street. Orlando. FL 32839. Phone 407/304-5560. Fax 407/304-5561 FL Engineering Business 3684 l4'AX ST C()(:OA OFFICE OkLAt'lOO OF'FlCf, FAX ORLANDO OFf1C[ TELErnOr-.'E -,-,...~....,.~.,..,>-----~ PM OF COVl:R PAGE FROM: OPli:RA TOR: ~~._~"---'--~-"-_'__'_--'~"_._'_'.".,."-------_.._",.........~.<',,,,,,.........~"""""'''''''''''''''''''''-''''''-''''--'-'--'---- Testiog Smnmary f.'.)I' The Residence In:n Cape 5/2 1105 PSI HA.'S OVER 150 OFJ'ICES NA nONWIDE . CON$11at!(."fU)N l"'tSl'tNG ANn QlJAlJrY CON'flaOl. . !U)(W h.l\Itl.l"AvtMf1'l'tCONSlJt'flNC ~ l}EbK'A 1m f'lIu)Jtcr nsnNG AND ffl&I"Et..:1lON . GICOTl;("1tNiC..u. tNG~NEl!.IIUJ'IIG ~ Ii:J'!vlnONMl::NT,U AND ~&'\f10S MAN^GEl\U~vt . ANAMtflCAL ~tlltVK:'1S . NONDf.sntlJ{'1'JV"-: EXA,II.Hl'Mll0N ,,-ND TfSHNG . i't'I.4.lT-RJAJ.,g l,'.l:SnNG ANI) O:'i1.11!'lC4 T.!ON . 'l.JtAINING PlItOOa.'\,!'dlS -~_."~"'''''-''''.'"''''~-'__'~''__'__''_~_____''__m~,_'^_...._~'. ..,'-..____~_'"',__.__,,_,~__~,__.._._.___.,___~.,..-. ""U.' ___ ._.,._--~-,,-> r)r"..A,,;~88~Cff18j -Sep/!C2 !n{j{~SrYii:cHL If)(~. ~ ~ 748 ~~:feer ~ OlianCD, FL ;'32839 l.' pfj0('~ 407/304.i:;.....t;EiO. Fa,y. .'HJ"t;$!)4..S5e~ Sl.m!lrxuuy MAd Resid~Ol: PSI "# 16H:0044 Cootr!i;ct()f.. Welbro Si i:c ('.{I<1tr~ctor: VA Steel St.r.tiO!l " !1.l"Jd '~()tKme bt:arns~ 2 sets com~r~e I beams 1 t.es.ts met minirnum projtct cdurnn bases section "e"'. 98% and 95% of maximam 6 oIl storm !>eWer and 2 OY! Soctk.11 "B" 6 00 stOm1 st,'WC'J! 11 ()1fi density:oest~ met minimum " A & B", of 980/0 and 9:5% ofmllXimum 5011 ......................"" '" -. ..-.-. ~."'-- .. A ", IS befi~tb specification of 9:5'% of JDil,x.imarn density. , arld 5 on Retention Pond testg on tests met minimum project to grade beams smiOl'J "B". 2 00 specification of 95%. Retention Pond wans backfill Cast 1 oell grout SI-1<<UnM$, t~-t,; 00 on density tests lliet minimum prO~1: Pond Willis. Cast 5 sets of specifi<t;stion of 95%, concrete cyiinders representing tloor slab Se<.;tiOll "C", Picked -up aDd transported tC;j\t ".N',''-..i;'~-,',,,"--,"''''''-..'_''-"=->,__,_,,~__,~<_,,.,_~,","~"-~--'~--~'--'~_'~_..'~~"~___A_'__,~___._,_______.~_._________.__ Pr::..feSSjOfi~C Sarv~.:& tr'lousr"les, Inc ~ 1742, -33ro Stre€t ~ Crla0ldo, FL 3-2839:l! Prc~ .107'1304-:::,560 '" Fax 407/304-5561 Information ~,_,__,_,_~_,____~,_,_~_,__,_,_.___,_ u ____'____,___,.,_,_,_,__".,.,__"._,____~__._,._..,___.______,_ ___"_u_.....__ Build On Engineering. Consulting.. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Foundation Plan "A" Stem Walls, Cell Fill, SW Corner Date Placed: 5/19/2005 Technician: K. Farrell Time Batched: 6:58 AM Supplier: Rinker Time Sampled: 7:34 AM Delivery Tickel/Truck No.: 92330312 Slump (in) (ASTM C143): 8.5 Mix No. & Proportions: 1162918 Air Temp. (F): 78 Concrete Temp. (F) (ASTM C1064): 86 Date Received in lab: 5/20/2005 Air Content (ASTM C173/C231): NIA COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type c:..+ A ." No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 40 A 7 5/26/2005 45000 3.65x3.60 13.14 3420 Type 1 B 28 6/16/2005 52500 3.65x3.60 13.14 4000 Type 1 C 28 6/16/2005 54000 3.70x3.65 13.51 4000 Type 2 H Specifications: 3000 28 days I . I REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560. Fax 407/304.5561 Information _""'__.____,_""____m."""'"_,___,_______~._''''' ..____.__________,_._..____,___.",._""..m.w_ Build On Engineering.. Consulting.. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: AlA Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atiantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Foundation Plan "CO Floor Slab, Column Line A-6 and 89 Date Placed: 5/20/2005 Technician: K. Farrell Time Batched: 6:35 AM Supplier: Rinker Time Sampled: 7:18 AM Delivery TicketlTruck No.: 92334536 Slump (in) (ASTM C143): 4.75 Mix No. & Proportions: 1176299 Air Temp. (F): 78 Concrete Temp. (F) (ASTivi Cl064): 84 Date Received in lab: 5/21/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 41 A 3 5/23/2005 52000 6.00 28.27 1840 Tv De 1 B 7 5/27/2005 66000 6.00 28.27 2330 Type 1 C 28 6/17/2005 108000 6.00 28.27 3820 Type 1 D 28 6/17/2005 110500 6.00 28.27 3910 Type 1 H Specifications: 3000 28 days . REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications Water Added: 10 Gallons Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561 Information _,_,__._,,___,_____,_._._____,___._,_..,_ " U _..__,______m'_.'____,_ "0_ '0__ _,_ __..__,_u___,__,.__ Build On Engineering .. Consulting.. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: AlA Acquisition Group LTD., LLP Project: RESIDENCE INN Alln: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Foundation Plan .C. Floor Slab, Approximate Column Line F .2-97 Date Placed: 5/20/2005 Technician: K. F arreii Time Batched: 7:37 AM Supplier: Rinker Time Sampled: 8:08 AM Delivery TicketlTruck No.: 92335049 Slump (in) (ASTM CI43): 7.0 Mix No. & Proportions: 1176299 Air Temp. (F): 82 Concrete Temp. (F) (ASTM Cl064): 84 Date Received in lab: 5/21/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 42 A 3 5/23/2005 56000 6.00 28.27 1980 1 B 7 5/27/2005 71500 6.00 28.27 2530 1 r- 28 6/17/2005 115000 6.00 28.27 4070 i \J D 28 6/17/2005 112500 6.00 28.27 3980 1 H Specifications: 3000 28 days . REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Water Added: 15 Gallons Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561 Information Build On Engineering.. Consulting" Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN Alln: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Foundation Plan "CO Floor Slab, Approximate Column Line T-5 to 92 Date Placed: 5/20/2005 Technician: K. Farreii Time Batched: 8:21 AM Supplier: Rinker Time Sampled: 8:50 AM Delivery TickellTruck No.: 92335422 Slump (in) (ASTM C143): 6.75 Mix No. & Proportions: 1176299 Air Temp. (F): 82 Concrete Temp. (F) (ASTM C1064): 86 Date Received in lab: 5/21/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 43 A 3 5/23/2005 44000 6.00 28.27 1560 Tvpe 2 B 7 5/27/2005 61000 6.00 28.27 2160 Type 2 C 28 6/17/2005 100000 6.00 28.27 3540 Type 1 D 28 6/17/2005 102500 6.00 28.27 3630 Type 1 H Specifications: 3000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications 10 gallons water added to concrete Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submilled Professional Service Industries, Inc. Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561 lnfonnation _._"_-'-~---^'-^._,.----,-"---_._-,.-,-_.____,.,,,._._...._____..... . _.,__._..___._~_._.,_,.__.._,__.,___.___,.,._.__._____.__'m_ Build On Engineering.. Consulting.. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atiantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Foundation Plan "C" Floor Slab, Approximate Column Line Q.7-79.2 Date Placed: 5/20/2005 Technician: K. Farrell Time Batched: 8:53 AM Supplier: Rinker Time Sampled: 9:27 AM Delivery TicketlTruck No.: 92335684 Slump (in) (ASTM C143): 6.75 Mix No. & Proportions: 1176299 Air Temp. (F): 82 Concrete Temp. (F) (ASTM C1064): 86 Date Received in lab: 5/21/2005 Air Content (ASTM C173/C231): NIA COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 44 A 3 5/23/2005 42500 6.00 28.27 1500 Tvpe 1 B 7 5/27/2005 58500 6.00 28.27 2070 Tvpe 2 C 28 6/17/2005 95000 6.00 28.27 3360 Tvpe 1 0 28 6/17/2005 94500 6.00 28.27 3340 Tvpe 2 H Specifications: 3000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications 5 gallons water added to concrete Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561 Inforrnntion -,--,-""-,---~._'._,-,,~--,-,,-,.-,- _"'____'_.__,._,_._.___.__.____________,_.~..~.___,.__._','___.'..."."U Build On Engineering.. Consulting.. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Alln: Roger Dobson CAPE CANAVERAL, FL 3425 Atianlic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Foundation Plan "C" Floor Slab, Approximate Column Line K.5-66.5 Date Placed: 5i20i2005 Technician: K. Farreli Time Batched: 10:20 AM Supplier: Rinker Time Sampled: 10:45 AM Delivery TickeUTruck No.: 92336291 Slump (in) (ASTM C143): 6.75 Mix No. & Proportions: 1176299 Air Temp. (F): 84 Concrete Temp. (F) (ASTM Cl064): 87 Date Received in lab: 5i21i2005 Air Content (ASTM C173iC231): NiA COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 45 A 3 5/23/2005 43500 6.00 28.27 1540 Type 1 B 7 5/27/2005 56500 6.00 28.27 2000 Type 1 C 28 6/17/2005 104000 6.00 28.27 3680 Type i 0 28 6/17/2005 102500 6.00 28.27 3630 Type 1 H Specifications: 3000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with T est Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submilled Professional Service Industries, Inc. Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561 Information Build On Engineering.. Consulting.. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN Alln: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section "C" C-4 columns, slab to 2nd floor, col. Lines U-96, U.1-94, S.3-86, SA-84, SA-77, SA-79, SA-75, SA-70 Date Placed: 6/10/2005 Technician: J. Kilderry Time Batched: 7:15 AM Supplier: Rinker Time Sampled: 8:30 AM Delivery TickellTruck No.: 92390427 Slump (in) (ASTM C143): 4 Mix No. & Proportions: 1176347 Air Temp. (F): 80 Concrete Temp. (F) (ASTM C1064): 84 Date Received in lab: 6/11/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 52 A 3 6/13/2005 102500 6.00 28.27 3630 TVDe 1 B 7 6/17/2005 125500 6.00 28.27 4440 Tv De 2 C 28 7/8/2005 D 28 7/8/2005 H Specifications: 5000 28 days . REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM Ci72 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560' Fax 407/304-5561 111!OJ111.ation Build On Engineering.. Consulting" Testing REPORT OF GROUT COMPRESSION TEST Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: South and West areas of Section "A" Date Placed: 6/10/2005 Technician: j. Kiiderry Time Batched: 10:42 AM Supplier: Rinker Time Sampled: 11:20AM Delivery TicketlTruck No.: 92391542 Slump (in) (ASTM C143): N/A Mix No. & Proportions: N/A Air Temp. (F): 83 Concrete Temp. (F) (ASTM C1064): 85 Date Received in lab: 6/11/2005 Air Content IASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Prism Prism Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 53 A 7 6/17/2005 27500 3.50x3.70 12.95 2120 Type 1 B 28 7/8/2005 C 28 7/8/2005 H Specifications: 3000 28 days . - REMARKS: X Prisms made by PSI Prisms made by Contractor X Prisms picked up by PSI Prisms picked up by Contractor Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560' Fax 407/304-5561 l-~ ;IIriformaJion I:!!.". .To Build On Engineering. Consulting. Testing REPORT OF REINFORCED CONCRETE INSPECTION TESTED FOR: A1A Acquisition Group, L TO., LLP PROJECT: Residence Inn - Cape Canaveral, FL 3425 Atlantic Avenue REPORT NO: 3 Cocoa Beach, FL 32931 PROJECT NO: 761-50044 Attn: Roger Dobson DATE: 5/1612005 TECHNICIAN: S. Corrigan REINFORCING STEEL PLACEMENT STRUCTURAL ELEMENT ELEVATION: on grade X Foundation PLAN LOCATION: grade beams, section A, lines V, U, N.25, N, L, K.6, R25, 1,8.25,9,11,12,13.6,16, Hand 19 Wan Column Floor Slab Slair Other CRITERIA UTILIZED AS INSPECTION REFERENCE: Structural Plans: Sheet(s}: S211 Detall( s }: RFI: PDG S102 1,2 RFI: Dated: 3/23105 S104, 8212, 8302 11 RFI: CONOmONS 'CONSTRUCTIONS OBSERVED: No exceptions Deficiencies bars X X Proper quantity, spacing, & layout X X Proper splice lengths & splice locations X X Proper chairing and concrete cover X X Proper securement of reinforcing X Proper layout of post tensioning cables Proper drape of post tensioning tendons Proper sheathing and anchor reinforcing X Concrete strength verified X X Concrete consolidated during placement X Other: DEFICIENCIES: RE!NSPECTlON REQUIRED: REMARKS: Lines N and 17 per RF! # nla NOTES: Contractor is responsible for scheduling any necessary reinspection after remedial work is performed. Tests may not be reproduced, except in full, without written permission from Professional Service Industries, Inc. Page 3 of 5 "-_._--_._--~" . - . -~-.__._."-,_._---~.,.~,.,~,~-_.__._-- ---_._"_.__.~~-~_..."-~_._" -,--- Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560' Fax 4071304-5581 FL Engineering Business 3684 l1t)/ 1 b/ '2!JD5 1 : 53 43"301 F>~;I Pi4GE Ell l ,~~';llnjornUltion _.~ .,------ -------- ----- ------- ----- --------- I:!! . /I .lbBuild ()fl IIftfJJll1f/H$rfng " ~Ithtg .. ~ FAX COVER PAGE ~DDRES~~El:EPHONE _ ~~'?;,=ONENUMB~m:'71 i 1845 WEST K:I:N'G ST \ StillE 106 I ORLANDO OF'FICE FAX (407) 304-5561 I l COCOA, FL 32926 ORLANDO OFFICE TELEPHONE (407)-304-5560 i _____~2Q.. 4J3-OCl83 1 ......~"-~----.._"""""'.......-----_.._-- ~ --- DATE: _05J!61~_ TIME: 1:55 _~ AM EM -- TOTAL NUMBER OF' PAGES INCLUDING COVER PAGE / TO: / _Mr.B.~~L NAME: ~ FIRM: ..!~.!l. ot.:...(:'~ Can_venl CITY: ,~'-.._---'---.---~- FAX NUMBER: ~~!147 - ...........--~....--. ~. ji'ROM: NAME: Steve Coni~ -~~........,'-~.......- OPERATOR~ 1--'-----... .' ,---- -" '1 I R€:: Weekly IDspectio~ &: Testing Summary for The Residence Inn Cape I cuverm. Wee~~8dlDg ~~O~_ ___j 1 ' I L~ 1 PSI HAS OVER is) OFFICES NATIONWIDE ,. CONSTlWcnON TE8'rlNG 4.1"l'D QUALITY CO,NntOL .. ROO' AND P A "E~n:NT C01'i~lJl:rnlj{J .. ltiOlC-A TED PltWE(.. 'ftsnNG AND INSPECTION .. GEOTFA:uNICAL f,NGtN'EElUNG .. t:NVJROl\lMJ:N'f.U ;.ND ASBESTOS MANAGDlENT .. ANiU-Y'nCAL SERVJCiS .. NQNDE8tlU.JCllVi; E"'AMJNATION AND US11NG .. M.JrnRJ.u.s nSI1NG AM> Ci:RTIFlCA nON .. 11t,uNlNO PROGRAMS -- Pro'essional Sef\,ice industries, Inc,' 1748 33rd Sfreel' Orlando, FL 32839' PhOf1e 407:::04-5560' Fil.x 407!~;'-;~~'~"'.- Ut~,/ 1 E,/ 2:]05 1],53 3214:_:~3D17'l P'::~I 0'\ (-,r- [12 I H',3t:, l ~s~;llnjbl~11at~on ""~--~--"'---~-'--'" "-'..----,....~--------------------"',.., II!. II "Ii) BUIld On enslin_ring. Consulting ,. ~ Weekly for T~ting fiIDd mspection Servi<.:e'lli through Q5/I4I05 Project Rt.:sidenoe Inn PSI ~ect # 761-:50044 Cmtm..i(ll': Welbn Site Contractor: V A Paving r . --.-----T----"'-.----- -.,-.--'----- t lh!Lt---- """'~.. · --- _ ":: i !;,:lhnU=Y Rdnfocc~ ,~ ~... ~i"". 1 Min<< C~i~" N..ool . , 'II Oi05~'1 R,i,focca'g s.... 1n'J*'i.. "'ode """", I Mlnm di,,,,,,,,,,,,<s ""'..... .- tn I Seetioo "B". Lines (66, 0.25- W)(68, S- piaoemen.t of CQncre'le. Reinfurcing Steel i .L ?:~55. 7S)(5(}25XJ25)(R.25)(3~, H.3- T) and (41.. llu~ections ~d com;rete te5ting oon'1plied with I I RJ-S,5). Tw,) set& of ~crete ~lmders was cast I proJed specIficatlons. representmg lI-OOVE' I ~ ! I h--L.-----~---- . 5/11i05 I Olle set of grout prisms cast represooting celJ flU}'1 Grout testing wmpHed with project. I lift. Pick~x1 up aud Transport&:! Concrete Cylindflrs I ~ifications. j C... 5/3/05 to oW" lab. I '''VOl SIn.I'" nen;;~ bb P<mmoo 00 __n In.p~ _~ ,_ root mlnim= projoct I adjacent to grade beams. Picked up and transported specification of 95%. I grO\lt test s.pedmens to our lab. 5(l 1105 .1OIn:;~Dellsitv tests Derfurmed 00 backfill In-place density tests met minimum project I ,.". ,. ______...__"i_',...__,_______ -.-- _...,.h ,.________.___ _ ,"_____ Professional ServICe InduslrilO's, Ir-:; . 1748 33rd Street. Orlando, FL 328;19 . Phone 407/304-5500' Fa~. 407i304-5561 ... Infonnation Build On /Engineering" Consulting" Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A1A Acquisition Group LTD., LLP Project: RESiDENCE iNN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Grade beams foundation at S to U and 1 to 7, section A Date Placed: 5/16/2005 Technician: J. Kilderry Time 8atched: 11:00 AM Supplier: Rinker Time Sampled: 11 :36 AM Delivery Ticket/Truck No.: 92319493 Slump (in) (ASTM C143): 5 Mix No. & Proportions: 1176299 Air Temp. (F): 78 Concrete Temp. (F) (ASTM C1064): 82 Date Received in lab: 5/17/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type Set Cylinder Age of Load. Diameter Area Strength of "'~ In ,.... ..-\ .... .A fl. .\ , . 38 A 3 5/19/2005 69500 6.00 28.27 2460 Tvpe 2 B 7 5/23/2005 82500 6.00 28.27 2920 Tvoe 2 C 28 6/13/2005 D 28 6/13/2005 H Specifications: 3000 28 days REMARKS: X Cyiinders made by PSi Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560. Fax 407/304-5561 lnfonnation Build On Engineering. Consulting. Testing REPORT OF CONCRETE COMPRESSION TEST Tested FOi: A1AAcquisition Group LTD., LLP Project: RESiDENCE iNN AUn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section B columns S.5-70, 8.5-75, 8.5-79, 8.5-84, S.5-86, S.5-77, 8.5-68, U-94, U-96 Date Placed: 5/16/2005 Technician: J. Kilderry Time Batched: 1 :02 AM Supplier: Rinker Time Sampled: 1 :44 AM Delivery TicketlTruck No.: 92320303 Slump (in) (ASTM C143): 5.5 Mix No. & Proportions: 1156016 Air Temp. (F): 82 Concrete Temp. (F) (ASTM C1064): 86 Date Received in lab: 5/17/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type Set Cylinder Age of Load Diameter Area Strength of 11.1.... In I"'. u_\ T__< "" . \ . ., , . , " 39 A 3 5/19/2005 103000 6.00 28.27 3640 2 8 7 5/23/2005 126500 6.00 28.27 4480 1 C 28 6/13/2005 0 ?8 6/13/2005 H Specifications: 5000 28 days IREMARKS: I X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications 10 gallons water added to concrete Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc. - 1748 33rd Street- Orlando, FL 32839 - Phone 407/304-5560 - Fax 407/304-5561 Engineering" Consulting.. Testing May 11 , 2005 A 1 A Acquisition Group L TO" LLP 3425 Atlantic Avenue Cocoa Beach, FL 32931 P: (321) 799-4099 F: (321) 784-7812 Attention: Roger Dobson RE: Auger Cast Pile Installation - Completion Report Residence Inn - Cape Canaveral, Florida PSI Project No. 761-50044 Between March 24 and April 27, 2005, a representative of our firm monitored the installation of the auger cast production piles for the subject project. Attached are the hand written copies of our onsite representative's field quality control logs. Our onsite observations and review of the field logs indicate that the total (214) 80' deep 18" diameter and (39) 55' deep 14" diameter auger cast piles have been installed to meet the intent of the projects documents, Should you have any questions, please do not hesitate to call. Sincerely, Professional Service Industries, Inc. ~ . ~ ' egovi~, P.E. I 'r! \ rce reSkJent \ tf=lOrida Regi::tratior. No: 51869 -- ---""-""'--~,-'"-~~ ~'~.~._--,-,--"~"-"-"-"",,,,-,,,,-,,,,,-- Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560' Fax 407/304-5561 FL Engineering Business 3684 of Ute. J t- L--"Y if t/ ili ,/ I /7 >- I /) (;> '}~, ...- e..l . it,-- ~J "A .. e~ Q CONTIzOL Page of ;L JOB DATE CAST OBSERVED BY l\PUMP CALI13 Grout Cube D:lta Grout Arrival Batch Time Set PIle No. rrirne ...-r.... ivL1dc lIme : .2 , 7(8 Drilling Conditions .......'. ;J I -t- , ~. , Professional Service Industries, - -"--,_._-- Crout Cube Data crime Set Pile No. ~__dliil~_' r""~ I'!!~II *10 Build gineerlng ~C(JnsuJting ~) Testing . \ l../ AUGERCAST PILES QUALITY CONTROL Page JOB NO G) -/);> -- C;-():YO~t 7 _. I' ,,/, .' \ -,.,) DATE CAST /'2~, ,),:;;: D <,', , < , .'." <.? '" OBSEDVED BY I,' , . 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I i TheoL PIle Vo ume \" ) ! t I' ,/ f \ , . \ Groutin 1 Time Start 0 Finish ,j:7', .s;} Start C) Finish h' ,t;<( Start () Finish /. ;:,,; I I Grout Truck No. lJtange of Pressure (esQ () ,~ b fS k --'1'--- i lotal Num er 0 tro ~es ,) (,--t., ! 3 i--:~;\ i Total Grout Vohh'1'le (ft ) I ';')tj, t r ; ! Total Grout Volume (yds3) ;) , h I I ,f / I '? 'I Overall Grout Factor f (". I.,,:, 1 ,", I ' I '-- ',',', ' r ,j , r"', \ ; U '- n .e'\ I I :,' Grout Take Cft 1ft.) , ' '1\ ,f ( I ! :,) I (/. u"J , . -----1 r-- ,-~-~ I 'I , Reinforcement I I ' r-" I i Drilling Conditions, I ,!if< .. I ' l1i,: C ' J / _ I I \ j I ! ' '~r U:;i: ,-yf' ij i . jZJ r U Professional Sernce Industries, p ,...f".-.",,,- ~I _lIMn I 'fI1JIIJff1l .~~" '~vii:/l1J .10 Build On " gineering ~ Consulting ~ Testing QUALITY CONTROL Page JOB DATE OBSERVED BY , , \., ' , ,:',._ ;,:.\. jii_". / PUl\1P CA1~IBRJL \ \~__ETJ ISTROK]i. ... I ---- I I l c;,ou! ' Amval Batch I Load T Water Added C-rout Cube Data Set Pile No. Truck No. Tlm~ I .CSD_ (Gallons) _ l/lL-{' /!'~ I~ f L' , ," .,. n "+ L., '. [- ~, , I : ::: I '-~-~t . t,..-',.._...... - I t- >=j " PIle Ca #/Pile # - t \ Reference E\ev. ft.' I I Crane Lea4}\lignment I Drilling TIme 1',,"" ~ ,""'''' '..,."...., " --.n'T,..m ........." Start 0 Finish 7 ().b Start 0 Finish 7; ',"1 Grout Truck No. Ran e of Pressure (osi I Total Number of Strokes I I Total Grout Volume ft) ! I Total Grout Volume 'ds3) , j I Overall Grout Factor I ;f I I '-l .' -j Grout Take (f2m,' d 0 6-1 Reinforcement I I "'j ~~r C d" \ ./'C !.l umg on lbOns ,"" I (' (;, I t \_/i I .~_ ! /,...~'''' '/ l) b Professional ServlCe 1[>, : . ;;; t ; IW'fi ~ III J "~II '73 B i'd 0" ,,_ . fJ10 U~li . n }gineerlng ft Consulting ~ UGERCAST QUALITY CONTROL /7 Page-2._ of _ JOB NO ?) ?P ~5{J(){)~?? DATECAST\!},li;' I _', ,. t OBSERVED BY ;~, L! I IY(.I.}/r PU1vfP CALIBR-----1 .:~ It -;; FTJ /STROKE ;- - . ! Grout SamolinQ/festing Grout Cube Data I : Grout I Am~.al. Batch I Load i"~ Water Added I Mi;' Ticket #- Tlme Set Pil~ ~ Truck No. Time. , TIme I ~, (GallonsL_-L Des~tion Made ---~ i-- ~ :=1= T+ -------l I i ----:~t=_-=F I ~ --~~ l I ~ " .J....._ Pile Ca #lPile # '. R:~f~xence Etev. (ft'L-- i Crane Lead Ali ment Batt Vert. \ Batt Vert Batt Vert. _ Batt Vert._ I Dri !ling T ,!"e r '''' 6 :F illish '7 "') I Start OFinish (~, 55 I Start (;) Finish Start ,2... Fini,h r;.I::~:or:~~:~L(~r.th (ft.) ~ . \{iJ,::: ~1.:. .~~.'.~./L~ ! Pl1e TIp Elev. (ft.) f Pay Lengt. .h (ft,) ~"_ I.~ -,---- \ fftJ I (Ai \ '7 -J R' , I I i Theor. Pl1e Vo ume \~ .~ I! -- ;'1 . 7:7 f .. I. I I G ..; T'me I Start () F il1ish <:t ; en) Start {.) Finish 7 ~ ?)' Start () Finish Start () Finish rOULin r l. <.+.' -'!'-----:; ---........ " - - ~_. - Grout Truck No. L~e of Pressure (psi) j ~.~ _ I /"1 f\_~#tr. i Iota) Number of Strokes ! '~1 V"''. I Total Grout Volume eft)) I I ('?-t::2_:~<'f: ,. - ':,:-:- Or 1 i,:1 -+-" /, i -"-r I L,/! ') i lOlaI out Vo ume ,yes L I Ip" I I ._ ' , . ,,:' <;=-' 19verail Gro~Slr I _~_ ~ \. (~..., I t, .? -.7 I l , "j I,. ". '" I . ! ~ ~ I L Grout Take (n If1.1 ~. ~p\ " )YI) I . ._I._I~t~. I Reinforcement I r ._.L_--~-- ....~,"~., ...., ..... ! '''- Ir' "1' t" I" ' I I I .)n l mk'( \.."onmtlons. i ,'J I I I I I " 'J;. I i- ~ ; t/'/ I 1" ~ _I H 1 ' ".- Professional Service Industries, Inc. QUALITY CONTROL Page __ of i D<1ta G,out i\.rTi va 1 Pile No. Truck l'~O. Ti Inc. QUA,LITY CONTROL off JOB NO .~6"7l ~ ,)tJO()17___..._.____~__.___. DATE CAST I ---... . { ----,----_._--~---_._..- OBSERVED BY P lJivLP Fro fe~s i.on;).1 Industries, Inc. QU'~ r JT'~l CO!"~TPOI .c-~J_"",...... i..' fl..'i... ....) ;1/ Page or f JOB DA IE CAST OBSERVED BY \ ;\ f\ \. .Cj t'.i Pro Inc. ':<" :\u QUALITY CONTROL 1-" Page of 1 -r- Grout Cube Data Set hleNo. . T'.lril1ing Conditions F':'ofe:Jslonal Industries, Inc. ~....... AUGE QUA,LITY CONTROL Page of Grout f f 1,0. Truck No. Drilling P:-ofessional S,:":r\11Ct~ '-'1 AU PYJ l~ c; ALITY CONTROL 1. .J"-'IJ f o. PROJECT ----~---~------.--.............. llii l1ing Cono'iti ons I 1 Inc, -4 1;___ I.:'. "-} J .... , I ,j I ..) , , ,~ \ AU C"''''......'R OL Vi'" 1 . of Pi1eNo. Drilling Conditions Professional Industries, Inc, I '\ T T'TY r'O'........ROI I ., f .,Ln, J' 'L" 1 '\ 1 L _I ! I f of Page ~ JOB NO DATE OBSERVED BY PU!\fP Piie No. Professional Sc."r'/lce "',!, \ ," c> I ~:tt. j l QUALITY CONTROL Page _ JOB NO 877_- -;:;000 7 7 -~----- DA TE CAST I --.... - OBSERVED BY P LJ:\U) C.i\LIB Dr C ,.. JT'L I lng onortJ ons Professional Scrvjc~ industries, Inc. \ \ ! ~~II lnfomlation ~..-atJ1I ~To Build .On rgineerlng Ii Consulting ~ Testing AUGERCAST PILES QUALITY CONTROL Pace 0 JOB NO 1;77 ,. ::;-00 d 77 , DATE CAST ~?, --'Z,! ~. t::> '. OBSERVED BY -r-- ,(,,, ,",. r'f. ,;.'r PillvIP CALlBR ' /' ",.) FTJ ISTROKE ..',~.' ~,,' ;,' ", ,"':,- 1-. . 1 I __ _ I Grout Samnlmdfesting I Grout Cube Data L Grout ~'I I BalCh I Lo,ci!Water Added i Mix Ticlcet# Time i Set I P;leNo I Truck No_ Ti~ Tlme _, (CYL-t-- (G.llon.&..1- De,ignation Made 1 f-~ I ----J--. ,----{-. I I I .~i= =t= 1 ~ l ."- #/Pile # I j } Reference Elev. (ft.) i Cram~ Leag Alignment Start U ~:~~h 7 if:~ \ ::~ ::~l ~:~ 7: 51' 1 ~t: ,,; ::7~h Batt Ven. - I Dr'";_" 'T"m'" S' 'C. . h llllla' L AU ... ! I" . ... " tart~ .nms. - A rex. Drilled Len th (ft.) I , ) Pile Cutoff Elev. (ft.) I .: t~. . ,Pile Tip Elev. (ft.) I ."" ,Pa Length ft.) Th 1 1 . ( ft1--fsw I 1,_< . : eor. P, eVo umcl!:.. \,. E, I Grouting Time Start // Fmish -/ "',', StartL Fmlsh 7 I J ' r, \ J I -. - . I '., . ' i l' Grout Truck No. ~ \,~.;"'r -'-'-/' ,'. '''L---!---I ~Range of Pressure ('Psi) ~ ,:.) 'J:' ') ~! I Total Number of Strokes I 1 I Total Grout VoluIne ift)) I I - I l Total Grout Volume (vds3\ Overall Grout Factor I Grout Take (rr/ft ....... Reinforcement , " I Drilling Conditions I I Professional Service Industries, Inc, " QUALITY CONTROL Page of Cube Data Grout Batch Pile No. T:"uck No. 11m:: T".; ]1 Conditi ons L -' ~ I ~ , -, Inc. '~."""""- Professiona1 Service "''''- AUGE QUALITY CONTROL Faze of~ JOB Cube Data Pile No. Truck No. L~ining Conditions (~ Professional SC"(V1ce Industries) Inc. I 1 ,"",: I , ( Info Il' JJ1II)~ 11 on ~:~. ~ToBuild ,On }gineerlng . Consulting ~ Testil1g AUGERCAST PILES QUALITY CONTROL. Page JOB NO 7t/- 9<1 Yy - DATE CAST Ll'"'' Ll (; .;: OBSEKYED BY ::r, Ie \ l ':',(LPJi! C /11 'n FT3 /STR OKJi. pLJ'1\1P ,ALIBR__--l.-J: i ~) f -, Grout Cube Data I I I Grout Samnlm ! Grout I Arr;:;al Batch ~;dT Water Adde-~' . Mix t:.~ Set Pile No, Truck No. Time Time ~"D-+ (Gallon~___ _ Designation 1'; " ,- 1\' f ' "Ii ". -1 ii, 1 .- H'" , .""" ,..:::, I :.. ~'. ~), 'if' ,..1<{} ,:,~r'{~/"n t-;~ t:- N'"...., f ~. < jf '_~_-"-- ~_ z *' -.>c r._ ~",,-l' '" l " 1- =-j I l\ " ::, '-.. ~,'\ N'-\',) " LPl1c Ca~ #/Pile # .~=-_ I It!" I f "t' (;!~(J ___ I / , Refe~ence Elev. (flJ __ - I Crane Lead I~Jign.rnent Bart_ V.e~.-----;,,{, Batt--:- V.eft,-------=. Batt-::::- v.e~.----:-:'i.: Batt-:: ~ert.-=-{ I DriHing TIme -I Start (~F~mShkf11 Startl.~FLmsh 1'eJ 1" Start c) FJnlSh~ '/;'11 Start~ tllilsh_ A rox. Drilled Len th (ft.) 1:)( /<~l - 1 I ft') I ;, i i ff "-( , Grout Truck No. Ran e of Pressure Total Number of Strokes 3g- Total Grout Volume ft~\ I :;-c.,\ ' { I Total Gro~t Volume (ydsJ) !J.' c:;,' 0 , , I Overall Grout Factor \ , I'-~ ~<:,)Ut Take (fY/fl.) I " t)"D \// I \.,it l Reinforcement ," fr r" - I !::~>-:>>""...,';t~J \ (::)(;;"i.,:_:,,__.tt~ j T)ri.lling Conditions J /~ I I, i ,\, ~ I I {';; \ \ I I c / /('" ) t ~~-'f' , I ~J ( t i'~ / I ~ " J 'it .. olii'-<, _J-r'" .,0""1; ~ J B /' ~rt{ff\*>~); Cio" \ .,t ~j Ie; i.".... ~ervice Industries, Inc. ~ [ \'""'"'1 i~-; I ":'::,,~l .:~J...J..i.j ~,:.Y~:~; ':.':j l'+~ 1 ...:Ut(_::C1~~ ::<~~f=, 2- 4 .=\~~=~C,:+ :,r::',t.. 1 r C 1.~:;~' 1 ~--~ 3::;) L '~' 1 [") . [12..'~]3 :tlnformation = 010 BZ;[ildO,l , ifJeill:il1<4:1 8 Consultinra ~ I. Pacze3 3 C .__..__ -- NA.\.1E KES} [)a.!u{ L.nJ JOB No_~_1~_~-=9() Ify ---------- CONDITI~{j~~~-~ DATE CAST_______!{-::-_~- as CONTRACTOR____ . _a.w ____~_ OBSERVED BY___T" _._~5:.0<=--(LlLi -------.._- PILING CONTR.>\CTOR__:r:_!__8iliQ~_l.__ P1JMY CPJ~IBR , q I 13__---.FTJjSTROI<E --=-~-=-~ ! Totai Grout VI)ll.lme(vds) ! Overall Grout Factor - - ,.-J. · Professional Sen'ice < TCTrlL PAGE.O:': ii i 1 . AUGERCAST QUALITY CONTROL 7bl - 90 W Page of'-'? I - , 1 Grout Sam Gro~t Cube Data 1 'L Grout [ Arnval I ~atch i Load I Water Added I Mix. setT Pile No. i Truck No. I TIme i. lIme .1 (CY). (Gallons) Deslgnabon , ~' , . --'---'--1 r---- .. I I ,----- f-,- I ~ -I --1--t-- 1 -1 r I - , r ! .- I I C(-tl'i "I. J i~J'L~ 11:". j . !I I i/-'--, ~'1! I fu #/P1IA # '.i--'; ,,-! :.! ~"." I / " \.,., r> ;". {"~:!' (/~.... , \ I ~ . -r-- I. . , i Reference Eiev. (ft.} i I . I I Crane Lead Alignment ! Bart . Vert. . .', ,Batt ..' Vert, ,. . .... Batt Vert. ,.' '.' Batt . Vert.~ r......; 11;~.. T'm'" I Start t"\ Finish (,.; ;, I Stan f''') Finish 1.:'~ t Start ('\ Finish"'; .':1 Start (''') Finish t;: .,,!- I I W""'''< "''' I . -. I ~ - -'- ... f -:- ...~ I Approx. Drilled Length (ft.) i ;:5 i.J I ' : if {., ! Pile CutoffE1ev. (ft.) +- - I ~Pile Tip Elev, (ft.L I ! Pay Length Cft) I ~ f . 1 rUt I -"."'- ,I f Theor, Pde VolUJ.l1e ill') I~'~f \ ,:;;" I, . . i t I G h' T' I 'Start /"\ E-;jsh')~! Start (,,) Finish l' :<; I Start (' '; Finish') ,; Z- Start ('\ Finish ,,,;7 (2- I rou ng 1me 1- ""'-"- --"-~ t -----. - ~ - ------ - i Grout Truck No, I q c:i; r c(/;'~l I rl Range of Prcssu.rt,(psi) I (:~:SI) '.' ".~ f1;' \) -1 cJ:"J, - " ~ ! l ' ,/ 1 /~~)C\ \r" lotal Number of Strokes I ..+ i) I. ' "! C I Total Grout Vohl1'Tlc (ft') I / I I Total Grout Volume (vds3 Reinforcement Drilling Conditions I Professional Service Industries, Inc. // 7-,~1 - s-oo'ft ~-r:'T-5-{' ~ _. ':' JOB NO ,~, ,J ,.:, ,~~ DATE CAST ifC::i- -Q'?' OBSERVED BY ~.7"'/IC'/C lC/c"i)(;:::-/2/f:.'( .......--...J~__________-"-~ " ~ ,,-. . Cl'J~IBR~:ll",Lc:L.._.....__EJ'3/STROKE .. Dnl1ing Conditions I Professional ServIce Industries, Inc, { ! '- j; Page ~of_ JOB Grou.t c ,1 ~~ n:2: Grout Cube Data '-''''" ,,,!.) I cstH Grout hUJ",U -B ;~ Load \\" Added ~"fix Ticket # Tlroe Pile No. Truck No. Time TIme (C{) (Ga1101"1<:'\ O;>r; Made - :;; '5 ') ?,.(); ,,=3 ~ .:~{5 PlIc Cap #/Pile :# 19 i.~:''* Pi- II I LfiO Pile r- (m.) 16 -, ~ -if sf I ~; \ n ,r. t::l (n. ' Crane Lead A1 Bart _ Vert. Batt Ver.. I Batt Vert. Haft _ Yen. Drii1in}~ TIme lIar! (::) r / '.Of Start t''') Finish.'" ',l{;t Start C') :inishr;:-';;l .s...'1 Finish Approx. Dril1cd T f"nnth (ft.) '?:.' 'L~U ."'~:;~~ C~::J Pile Cutoff Elev. (ft.) Pile Tip Elev. (ft.) Pay T "nrrth (ft.) Thcor Pile Volurne (ft3) ~ L{, \ . .,...~-7 I q \ "::. ~) r C/ f ' ~~/;'7' jtlt,37 GrUWJJ1\i. Time 'Start {r) hrjsh '7 ' y~ Start r \ Finish' 7; W1 Start n Finish7' 57 S UiL' Finish _..... .of Grout Truck No. 1030 I ("){"'.. c,} lOrcF1 / I D~)l,l Rangeof~'~00W~(PS:) !::;;'::~!) "to u rJ.),,' '.j '.'" c:) I ,.:) ~:;-:) !.fi)O c)") ~'C/ 'c.\ '..c) I Tot3.1 Number of Strokes 8C? I..{ ,,--') '9 '3 ~~/() ,=r I Total Grout Volume rft3) I I 02 .()~~' I ./r) f ' ",el 1&:;, f:;. I;) ';;').~. - Total Grout" , (yds') f:c,o[) /\ c r~i t:, t I:)], Overall Grou t F J.l: lU1 I (;S' i,I'f ) 1/9 Grout Take (f(;fU ;;; i 03;, (:~) (/ c';;l. .:) . -/Z5 Reinforcement \i/ >/ 'y' ~/ t ...Y'l"t'} r'. ..11 J.,; " cr. ".n.:., .. ~llrmg one ItJOns -I .., "', G1 - '\;-fRc) t<..f \.~,~. 'i' I 11 Professional SerVIce Industries, Inc. ( i 'f d '" 1 l" Page Drilling Conditions Professional ServIce Industries, Inc. , ' ;~ t/ ! Dril1ing Conditions Professiona1 SCl"Y'lce Industries, Inc. t I Page ~ of JOB Grout Sanwhr :::/Te$tio:;; Grout Cube Datil Grout i\.rnval -B,~t~~l Load Water Added lvEx. Ticket #- Time S 'ile No. TrLlck No. Time TIme (CY) (G,,11 ",,,<."1 n lhr>n Made: I,:' ",;;:,' I,' (-I ( , ) 'Sf / " e;7 PlIc Csp #/Pilc # , ".;:';(1'( "7 1 Ll () \ (.::lc)'"'z,... 1 Lfc() PileI' '(m.') 1 ~~' Iff iff ::) -r.'" T'" r(')" Crane Lead A1.I',IHll'-<llC Bart lert. Batt Ve Batt VI l. Batt._ Yen, Drillim~ TIme ; tar, C:;' ~inish i'::J! Start J.~ Finish ~: L~ Start C'l :inish (",.lor _C F "t./ ~ ?J) Approx. :Dril1cd T ",",,",+1, (ft,) ',-:,;, " " 'c. " " Pile CutoffE1ev, (it) Pile Tip E1ev, (ft) Pay Length (ft.) Thcor Plle "olumc (ft>) [\q, \ ' ':;I~,'7t t{, \ .' PI i:'/ i ,'~;~rl j, 1../ ,::.5 7 Grouting Time ~St;..rtL'L FiJtish '{ , ! l Start-L2-r;, e Lj!; Starr---L} Finisb,~LJJ S m/'\ Fi11ish"7 ,j ~i Grout Truck No. n~) (,"'5 / '), ; ,::) ':1,{.;}::; f l:l?!'f,~i:" ,,' ,,; G,&,/I \...:J -::;;;:) 11 Range of? \.;:,;:,w--\ps:) ;:)<{;' 1..;'<>,) el), '~;~\i)j -,e) -(;:~,},)".)":,"D ~'~l;)() Total" " of ~ . ".:~:l !~?) (li' 7 :),0 ~~:::;,cr c, Total Grout ",,jlulUc (It') It>}I) ,,:>, ' <'~vi (.'1 }'-;" I (.o! , 2,"':~ I b? < 8 -; Total Grout' 1.' (vds3) L; t (7 C, <, ',1 .s . '17 ~ 03 Overall Grout F4\CLOf I ": t , ()'? iI, f If I S- Grout Take (~/fU ~I. " :/ ,/ :\1, c": ! r:'), () :~- (:"J.otf n r, (,.""", II '/)/ i \,f ),/ ! i.j' 1'\-'1" ~ " " uiLllng (' '\TP!)~c \s. ': r., 1 i I c.; f I. 'iT i ' !if, 'I 'I? h ji....-rp 4\fd! Professional Scrvlce Industries, Inc, ;? p () \''- :cd l 1 ;~,/ P""'e o'~ ..... ''''0 t PROJECT Grout Sa, U;U L/Tcstini, (trout Cube Data , C B' T __..1 -17 '-1)' 1 f' ~, , ~ C' ~" N jrout DB '6 1:: atcn LV"U hater l\woec1 .V IX .! 1ekel ii J Imc .::oct k~lfe j 0, Truck No. Time TIme (eY) (Gal1rm~' n" jvf;;.de ,:;) :;~})" ;;;, .' \'/ ~5 ..3 j (,,) 9 ~3.: 3 7 Pdc Cap #lPile # '-/ ()I~: /.59 /;:;.1 ~.)C tf~ ! 3C('6 Pile n On.) i b i. If t f J S~ Crane Lead A Batt Vert. Batt Vert. Batt Ven. I Batt Yen. Drilling Tlmc Start (::J Finish &701 Start I":"} Fini~h L~.~.~I Start r'~j iIli$h ~', ;iI} Start C) Finish Approx. Drilled T ,-nol}, (ft,) '-;;L)L~l)./.:i:) Pile Cutoff Elev. (ft.) Pile Tip Eiev. (ft.) Pay T ,"Merih (ft,) Theor Plle Volwllc (ftS) [\tH I ?;~1 ,I CI.! '?:~) i <-? f :'>'ll ! tit. ,-' 7 Grvu""s Time 'Start (') FU1ish 1;75 Startfl Finish:J ,I {~, St~rt..1.iFiDJshl:i.:i Stm~ Finish T!ir; Grout Truck No, ::)');)[11 r7'-Pj)!V,W,70 /;7})7)~ }'})) d,':J,-3L./-(; .--~ Range ofT' (ps:) ,:::)<1) I,; C) c) ,'J'.;,- l/,~)I.) c)'~i) ..r:J.\,)_)~::"D CfeJO Tot3l 'U ) of'" , ,3C1 I 36q')Cr~G ~~ q{p Total Grout "01u.llJe (ft') I loG , {!:j;};"-~ ' I L"O ,00 I iei ,,' .,'fQ J 0~} ~ ') Total Grout'" (vdsl) S (1(:"/ <, li:?, /'" ,0 (~ b ()~"3 Overall Grout ~.,",v; \ , I L~, \ , I, 7; I ,TiC~ I I'\' Grout Take (Er/ft.) :-) t () 1 ~i ,0 () . "}, () '; r;:) 0 y' Reinforcement )/' \v \;./ ( ,0 ( 1\...11; ~ ~ r, ' LhUtlU5 t\:r~'L);(C h F \ :.) I. I ! I 0 I { ,,_..., ~ ' ~~ , .'. () '-.~> Professional lndustriesj Inc. / ( ", .ill g Page _ of Cube Data Pile No. Crane Lead Alignment I Bati_ Vcrt.___ I Batt_ Vert._ I Batt__ Vert.____ 3att~ Ven._ I Dri Iii ng Tun c .. .' Is,,,,,,, (1 ;~i5h.J " J I SUrt c0 ~_~i5 h_ f S t,,~.cd.F ini,b - -~- r Sun c0 Finish_I Appr--- Dril1c- , c~~.~ 11'+ \ y.'-" I ..'~, ,', I , I VA.. l! U!::: tll.)lI i \ d. J i ".> I ;"",' """,' i I I i r I ! -, -t- i I I 1\4- \ , ?, 7 "I I 't \ ',n 1--1 '+J....:3a lNI ' -:; :;, I Grouting Time I Start.C'L Finish '6-.!.d-1 Start (,) Finish_ ! Finisb__ I Stan 1"\_ Finish_ I I - ! I - I ..-, Grout Truck No. I, 'l:;JJt;.{) l rk-l,,) 'J" I I I I R f P' I' , -, "', , ,',' I ,," if," "" I I- an "'C 0 rcssurc (pS:.,.r '~j ,:j,' () -'J ,,!!_) ,,) ~.;C., - ;",...,,)/.... I -i--------~~--~_t_... "\ LJotal Number of Strokes I ..,,::10;:' I J I i ! I "",,' ! I 1 Tota! Grout Volmne (ft3) I I t?~, ,:'-; i i .---1' I \ Total Grout Volume (yesJ) I C:,_~ \'::)! I------ I I , I I! -'~ I I I i f Overall Grout F~ctor , t.:- I I I L_____ I ! i GroutTake(f~;n'i .:j ") I I i f ." ,-/ ," \ J I ," - : ,- ' I Reinfort:ement I 'if I '- ,'/ I V ' i:.._' .. .. I Cl .r- i I .--:- i-: ) ! lJ'Ttl!mg Condltlons i .. .r i I i l I l ! I Iii I I i i- . I i I i 1 f"'. ,,,", ..-. _:~ ' r I l I ."~,, >'\\........, __c_"r" <7 I ' \ ! t~ \~~4""Cr~Z_\, ~:" ~".; I i _ l" ! _ Professional Scn/1ce Industries, Inc. '" I U',..-' I (\ UGI~ cni \-< ...... Page ^ u Grout C\;be D3ta ct Pi!c 1'-10. Truck Drilling Conditior,s , ; ! -. . ,....., Professional ServIce Industries, Inc. . , ) / 1 fy AUGE Page 0 JOB OBS Cube DJ.ta 1-1rL~1r: Set Pile No. '-'\ Dnlling Conditions "...; ..... ''" Professional ServIce Industries, IDC. ~ (' \--.- '" -w if ~ <J?, A Page Pile ]~o. f - . Professlonal SCr'/lce Industries, Inc. ~ -:r l ft./ / rh'n '", -'-' .l ,_ D of \ ;. age ___ PROJECT Set Pde No. Drilling Cor.ditions .-..' ._~ / I r I i I (: J II " I Professional SerVice lnc. ' \ \ I , I ) J \ Fagi::: _~ of Cube D:lta (jrout Pile ~ro. Tnlck No. Drtlling Conditions Professional Scr'rTlce I I ,- ~[f L, e'1 !t R , of Grout Cube U3ta G'oul ,Set Pile No. Dnl1ing Conditions -"..... Prrifc3sional Scr;"',/lc:e 'Indust~ics) Inc. \ " nil ( l \ i r~ J ci ' . , '" l [V E T) j;, Pag::: of - i ~J'rCiut Cube D2L1 (J:oul )\,n v J I r::,;ltch St~t Pl1c No. Truck No. .' 'f 1TT1C tin:l .I ____._n__ _._ ,'_"_ ._____", .._._____~ .----..-- fJT 111 C ,.. onc11tloDS -_..~-- .- - . Profc~si(jna1 inc. '" t (-' 1? '-' n of ~r C:ube I);;,ta (jrout i\rri \':11 Pile "t<C). TnlC k No. l~ i rr;~ Dnl1 Condl ice I.rldu5t;-lcSJ Inc. , i ~ or -- -- PROJECT Grout Cube DJta Grout ./\r1"1\.':11 F3aLch Set Pllc '~-Io. Truck No. .,. L } rrll~ [In11 in8 Conditions .r _,_._ ID i l ~ / .:) Professional SCr'/ice Inc. 0.: ( ,7,,) ., fl_ -W (I ~ G) GT,' \ ST ' L- r"1,-,- , of J c; n, Ptlc No, ~,-, Ii' , DTdlins on.s '- Professional SCr\'lCC c~s ; (} ;; .. ..., t ~~,~ 1) ,-' JJ......... '-, Page of -- Grout Cube Data Groul /\rrJ va.l 13:ltch 1 ;mr: Set PikNo. lnJCk No. 1 \ rT1t~ n l'v'[J.dc ---~.,- I ~ Frofcs~ional '\ ( 7 i \ \ ~-' ) U r .~ S'" AL '-_d'h J. --- DATE CAST P LJlv1.P C'\.LI B C'Tout Cube DJta E3:'itch 'I ; :-:1 t~ Set Pi1e No. r )mt~ " ; i St::ir1 , un 11 ing Con.ditions . .-..... .".~...", ) , Professional SerVIce CSl Inc. '" ~f ~ 0t-li U P PC'lC<'> / ~ "f- at ~~} .... (.1.:,.;'-' --,- --- Grout Cube DJta Grout ArT) '-':, j 13:1[(1\ 1 '~-:"; t: C . Pile f~O. ~.) e t TlllCk No. 1,~J Tlnit: 1:1C}~ ~: d ':: Dnl1ing Conditions .--.,..--- Frofcsslona1 Service IndustTicSj Inc. '" -w .jj . ?,/ Cl/ II r\ Page dof PROJECT (rrout Set Pde Ne. '? ,- Drill Conditlons _._.'~._. ,..- ,~"_._'. '..~_._-".-- c , .. ~ ! i ! f i ~)crViCC .. 1 ~ (" ~ of .JOB DATE CAST SER\TED BY Grout Cube Dat:!. Cjrout Set Pile Truck No. T)rdllng Conditions .S ".'--.- ---- Professional I ( ;y) i \~. (.../ '~ .. ..... f! ~ Page of J IE CAST SER\ BY ?Uiv[P CALIB Grout Cube D:~t;} l.'::r:r: Set Pile No. :t \/;J.dt Dril1ing Conditions , "'-~ Pro fcssiona1 S cr/jCC ,. l f~ Page of P U!\IP CALIB Cube Data. Pdc 1-,'0. , J '_ ~ -_J Drilling Con.ditions Professional SCf\!1CC Inc. Page of - DATE OBSER\lED BY P "LJlvlP CALI B Cube Data Grout Pllc 1'\;0. Trllck t--lo, -Y ,"~ J de l. ] ." '.. Professional "< Q AUGERCAST PILES QU P'1O'o '" r....o"" T r ---//- ~ i.r 5"\ f'\ Ii J /, JOBNO li:ll ~ -J. C) ':.-- t" ~t/ -~~..... D1-\TE CAST OBSERVED BY CAllB Drilling Conditions --'. '---"~'-" ! f'\ 4. 1 t} Professional SC"f\!lCC Ind'ustTic's, Inc. ';:" -- '" l e G AUGEIlC;:\ST Page ~ of JOB NO DATE CAST OBSERVED BY P UlvIP Cube Dat.a J.. ~ ;.~-l!: Set Pile l~o. \/lJdc TJr1l1ing Conditions I t\ : iJ P"rofesslonal Industr1es~ Inc. . -?' ,l t \ ( ! (, J f '" i 1v {~7 AUGEI~CAST QUALrr\' Tf-l ,', T -"'- "",V.......-1 Page f 1t 0.-1- JOB DATE P TJlv1r ! Grout S,,, ~u :./Tcsting G,O\lt Cube Data (lfOU t i\rr; V;l r Ihtt.:h Load Water ,ddce [vi 'T~; ck-::t t!- .~ 1 n:. \~ Soot Pile No. ,. , Tnlck No. Ti r:l12 Tim,: (Cy) ( Galions) Dc~;i,nLtt;lvl \hdc . " C/'?3 it " ';{';. 10 ~37 If ()u Pllc Cap tilPilc # I -z. rc",)5 10 :f, l:., ;l2_>..3' 1;)37 Pile 1) (m'! If( / ~., I I:~; ll:: , Re;...., ""'-" Elev. (ft.) ~, ,. Driilin~; TIme : t art _,("~ F in is 11 "e;. "(<; Start () Finish Lie U:'2._ iirisb,55t= s tart~ :" I ,I I Approx. Trriil,'rl Length (ft.) i,j~) (;:;:,') S";rj 0'; ,1 Pile Cutoff Elcv. (ft) Pl1e Tip Elcy. (ft.) Pay Length (ft.) Thcor. p,]e Volume (ft}) / t:// _ _~; ') / L/ /) / '-/ /; .I, /t L//. .~:;> ''/ GrUUtlJ l,~ Time Start Fi.nish ~/ S) Start__~~ Finlsh-.::r: ,) ',-; ~;Llrt__..f:~~t'<ii'ii oh i7;3j~, StJIt C) Fi:1ish 'l Vb -..-- --. Grout Truck No. ~-,l!) CJ ;' / J-;; U,Li ~~,:)/L 'i I ! () '- " I I<j 7t I (:,:?" ':;'-7 ,:)007/ - Ranr;C' of I'J L.0:'W L (ps:) .:>:.'()' {, I -:) ",i) 1,< :." J (,) () (\ '.. .' :'-'f" I,. _} ~_; Total'" , of::':' ?, cL:?..., ,':) t.j::) ; '2", 7 l" ,~x~q Total Grout "VolU.lilC (ft}) I(o'.t~'i I S' i :"1 -( r~,4 L~) / ~rJ ,on Total Grout' ~;! ( vds3) 5 CjC) , ::::. ~,' '2, L(~ .7 ''l {~q < Overaii Grout F;:.l,;LV, I l\+ I D "'1 I ,(f) /, L7 Grout Take (r?/ft) J t).~l, r ,f, ',';'; I . (~? ;) IZeinforcement \/ ',1/ i // >/ : 7::Jt''TJ Drilling Conditions c; / . <~? R IX { \ 'S r i' i .:;.; , 1~ /1 E -' ~, ; -" f I ',I y;.. (.:, . f '? J 0 : Professional Service IndustTleS1 Inc. I) (( '~ '" -, ~/ G! AUGERCAST QU ') N~j('''-I 0 y ~"-,,l)lK".,L of ,.., -,- Drilling Conditions ,,...,"A^_'"'''~'__''''.">-_''''''''' 1 ! < . \ :1-"2 i ..Q Professional Service Industries] Inc. /1'1') ( ,,', \. IW I .. Z'-f) 1 &.- ~ AU R{--' , S'T' 1 ,-..-A, ), Page f ti- o I -r- PROJECT JOB C.ON~PJ\CT?R ~l /.)r _~J:(!'--I".~~~-- OBSERVED BY PiLING C00{TR-r\C 1 OR~--E-l/ '2::!___.l=}:;,lj,ihJ-1-L- P'lJ1\1P CALlB Crout (Jrou t /\XfI lv{i~\. No, Truck t'-Jo. 1-j Desi c , " L- Professional Servlce Indust1icsl Inc. I ( \" .- ; 1 /~1 1f/:; :;;31 ffj IV iV'lLr'u " 'v or" "" ~ 0''''''1 ~ J:L.r,.:;. . " ",#ai!li~rMljJ!.M!ilq e'l11 ~.'Jo/iM A.. Tr:T"D r' " '~m P"'I E. ,~ QY 'AT ",,..,-,-, (' ~'~''Y'ROL '..U"-'Dh\...-h:::,l...l.J,:) JU ~LAl X _t.JL'Il.. i. i , Page 1-. ofL ~ ' .... ,T"'" - I<>,~.-'.... I ~,~~...,.-."..~ .,./ .,.....,j- l' 't"~. -....)" ~f" ,,:.C'~, .. ,J.l * PROJ EeT NA.l\1.t. ! d-S .ft.) t 1,,1 L{~._l tvr-J JOB NO /'1"" ! - -$ () 0 'f~\.1 "vVEATHERCONulflONS ClEt>f\,,,, DATE CAST IT-!q~ 0,.;( I -.......--.--:--._~_______ ~ r CONTFJ\CTOR 1.,,\jC ( ,lSB.:JL-__ OBSERVED BY --::J-: t:'/c,l)fltl2y' PILING CONTRA.CTOR -:TD H ,0.) J:1?U!)uj;'~ PT..JlvfP CAlJBR.~_~ 9/ / :? FTJ/STROKE I I Crout Samph;H~T:st~ Grout Cube Data J I Grout II' Arf]\!21 II Datch I L03d I' W3tcr Added 1 l\ifix 'TT'ickcr iT! Tm1t: ! Set I Pile No, ' Truck No. ,Time Time I (CY) , (Gallons) I Designation I ! lybdc i I I i' i I l-' ,-----:- 1-' 1--- i I ~ , I . I .-I..---__~. I I '1'1 I[ I ' I, i i I I' 'I ", , I Iii I f I i - i I I , T-----r-.- ,l---i-~ I I I , ,I , _J._~... I ! "7 . [' / Y , 'J" ''Ii '.C; i . c; , 'c f E '",:J f,c;., L) . c/(::J~, (j f,jt.::: i . [.-\0- r Pi lc Cap t/lPile # --- ! /?--ifi)- ([ p";1 ! ? d/ ~i P,J ----;; <? - ik p'! I 2c;Q I... ~I. _.~_~';:c ,. 'I ! , I !'~ (,,' ,,' I '..- d '-..- C " , i ... , ;. 1 I PIle Dumctcr (m,L _j__ {?; , / (1 .--~,___.-.-L/~ ! 16- : Reference Elev. (ft.) ! '. I L.____ ---r- I I 'T) 'r , . , I ('. . ,"" F': t' ..' i 'I S - '-', ,..., '. /, I C', -' "" " ~ ' 5' (~ . "-, r.:-' ; , i~ t:? I DnlhngTmlc [ulal1..!~~_..Ullsh'>'1i' I tail__(,..~.rilll$n_~-=-+->J,,!rt-:=:::;::-=-~.:~lSh..J_~1 S"1ft_,C ' . Ul.SD.L.:...:::--'1 I A. Drj'] d T } C't \ r- 'J\ I ..' , ' -,' 1, " I I "" ^ ,(1.""'; +. I "",' , /v:~ 1 Y'~i .."...../; i ~ ~prox. d;",., _\,.dgt1 1.) t .-:; ,,,,/ ,~.'~/) i Cl 'v . ';.\ v -i , ----r-----~ I ~ i jn;;,.. c",,,'t~r::l,...,' (f+ '\ I ! ; ! \ I ...... '',.Id,vl ........Ii......... \J.Li r 1 ! j : ~ PlIe Tip Ekv (fl) I ! 1=-- I · , Ii' i i Pay Lengih (ft.) :l_______-----;-__.._,____ I _'I I I Thcor.PllcVo1urne(ft3) ! /Ll/, .?;') , 'ell ,":') ~__....i l-//I~;2 _1-:: ~7/' . ~/".,rl I IS" F' , 1 -7 ' , ~ he''''''''' ~, ?r; ,. I S ..~ - . I 2' \ I G i--..; rr' j ta.r1 C) 111151 (' ~ ~':"Jrll .t'lntS j ...J{ , 0L.:.r': i::.: 't tLt:::;:1 r,"~ /,... I t3.ft l ..J I(UllSn~>, I lrOU"rlQ .lIme I - ~-"-~' I ~ I -- _....1-__, - , 'w- _~___ . +----- ,H ....,_____.___~ '\ I Grout Truck No. i f 1'::.;3l) -,-.- II (530 /!.Fi'OLU({~.LL)~?2__\:~~\,7;)" ---=;:> 1\, i / _ II.., "" , / .. " I .. ,J., i., ,', j " I ,.. ...... ..' /, ,', l13-3nge of Prcssurc,:..SPs:) ~-:..I.<:! 0 ." ~1'C.; c) --....___L) ..::\ () ==-t~{(. __t---.~~~_L.~i,:__..._~,:f.": ~ i~j ~.._ i'Vr:(;< U ~~{ II rr- f t "!\ ' 1 !~~ 1 ~~2,\ ! '2 (J L( ! r') \,,: I ~J Number of Strokes :_--=-_..'0::: i ,-j ..___.__!_._0.2.~~_L___.._l ......~\ 0 __] , J' I I ./, c" f! I I ;-'J ";.n ! Ii'" (l/I. j' ! ~-~.') ,')(:""i I Total Grout Volume (ft ) ; ::; It. C '-f- I ! ,) \D,' 1-__1 ~C__L':L__ I ~C5:. ~),) ; \ ..,! /....- ""'~J" i }".- r.. '- I c~ r' ,.--'- r z \.. ! ' i Total Gro\.ltVolumc (ydsO) ! h 'i\ I'" \, ;'-, : ).(L:: I...) ,610 \ I -~~-I I. . "._._~- ~~- I r i I f ,- 1 r--; r'::: J '" i \ .' I Overall Grout J:'2ctor 1 u ~I i I I I i ~/ . I, 1",4.","=_-: i , .-r------~;:::------~----- . ;') 'r-, I ! 0 (-, I Grout Take err/ft.) , I. , I /, ~i::: ~-_,-.l'IJ : I, 1'1 ...; ! . - I' v' I \/ ! tj ! 'J'! I Remtorcement I ,if , t ! ," I l ~. I!. [ _ ! '--, v~ ~~~.._~() j I Dr'l" C .,. I,~" ~,()! ,,..'.,,,.,',y, 11 ll'ng On"lt'on- I ',',.~"","'r' U","'~',.\: /> I ,.-,,,,,,...1 v , 1 1 U ,I ! ~ ___,.__-=_~,~.~~:~_____._..,_ -_"_'_~"'::~~-'--'----''''''''r''~'--' 2...... ,,_____ ,_".._~_~..~__~..__._._.~;_r.. ' ! I I e \fi,U~!: I "-'-,r;." ,- ,I, I I I r-, i ~ I 1 ," : , '---,: i"'T)I(l (<:: r t--r"'" i I' V I i ( I , : {<'\OJ \: I ,,---,J~~\"\J~ '(. {- 't ~ I '_ '-vP : ',<):'\% "- (/' Q'th, .,'~ ~'-j?I.-.I..( '7~" " 6 ' ! . t-0 ) ,,,.. "', ..;;> 1. ';", I C Professional Scrjice Industries, Inc_ "j> ' ' " \ . . I'''f/)Y' <'. ',v \. l {' ('(,::-) L L '--l) ..f 6-J,~,.~j~ I -PAf'kJ~'I{ -oVT ! -L# 1\., .- i " l ~ {lJ \ur'~Pr-" {-'T uII h'''-' ALITY COI\iTHOL ./-1 . IV,t..A~"-,--,i'\~ Ji.. ~A-J0 ,,' "?": P a a '-' I of l:;;;'}" ..... 01.... -L-. ~".:".~:~ ~" t/ . r / -.,,{'- , ---/./ i ~ '. n tt: / PROJECT NAl'vlE f " -- I'" ,---,,' j 'I J JOB NO ','-t; I '\ J-- '-- l I', {- F... i !..";-_\;.-, ~+'\;-~"\ /- Il~-\ ~ _ (\. J "_....-.-'y '.:' ._~) t_'!.__--. "-.-. _~;-"....w. ~ ""'~..,.....;...,--- -.., .-.t...... j" f J>; ViEATHER CON1JrtIoNS~)Vif{'r,t~~_ D >.\ T~ C t\.ST L,l. 2 () ~ ~........-t...J .,. ":'_~'.. ' CONTR.ACTOR I ,\ \_CLi~,':.__j.L_______ c' ~r' \I~D T: '\ r "-';-- '/ ,. )- ....1;2 <./ :) Cl( 1:.,1 J.) j ~-,..__~-!-.,_-.-f"'-! (;-," /)t /.:--,...~ I ~, r; CONT" C"'O" "-r' . r., , . -": -\fP ~ \L"BT) ) .III .-) 'r'Y"3;STR "KE l}lLfNu . 11 l<A J. l"'-~~~_t-=_j..::..:JJ1!d.i~ .l""L:...",' \.....),. 1.... ~\..__j_:J~.-'-_.~;~,.__.i 1 I... "'\.(.).1. : Cirout /\..rr} v~ll tJ:ltch TnJCK No. Tli'Ile Time Drilling Conditions .0-;.,' ProfessionalSc0'1cc In9~lst:lC":SJ Inc. " ' '-, ( Ie,] I ~ n \ / ! {~ t~ '-'() l.. i;... <"-Q~~>1i":;;#' l'i:.j;;;~d ~..~ ". P"1 i t:A t.../ i/i l { /-1, 0 "t;,,/ ~V'[ '" '" (i"'-tt.. <,'~'i r.... 4~ " (j 'lI:-$t..hi'tv ffi t> \TTr~T"Y""(---' "51' Y)TJ r,",c--, ,~ T 1"'-;\,/ ,(' (Y'\,: TR 0 'f j- U '-.1'J.'.,1'\.'-.-rA J.: 1 .JD0 \.~ "",).." ;A _~ '--- \j l i 1..t. i.,) ------' ~- \ - .,-.. "T""< 1/,._"__ 't., .---.1. . ,/ -T~~, j " T .....-~/ /,..- ~ ,f'" .. p, d I PRO].t.C 1 Nf\JY1E 1\ j- ,~) ,I U ( ('. f Cz:.___ r.ji'J ,j i\ 0 _-1~3f.:~__l '. _) 0 {.j 'l--lr' 'vVEA THEP CONTlT1"rnNs (:)ih-;;;;-::,'i'~- D/\l~E CJ\.ST _T ' ,;? {! '. c;l ';', ..l '\.' .. , ...".... '-"... __~_~2~"::0.:.-.~_:'_:':::.:_':______ CONTP l\C"'OR 1 " ';, (' I) i~' i....) DESERVED BY___ -:~~~2'./c-L,C!:L(2;1 , l . 1 -..,. 1 ~'-""""'- ....____._....d. __"$~__~__,,~____. '" .~ - 0 r:;. - "r-, , r",. ", r D,f:fP ('i, T F~P i./ / / '< 1='T3/C::1'DOKt=: PiLING CON lRr\C r l,-~/ I'il t:::,',__I i~U!GUL- :. ,.......)-;.--.1. .-- ...,-,.~D"\..,__l_.J~--'::-~__~~~__ .~,,/ ) ({'r) lJI'illing Conditions , ~, ~ ~~l 1/ w3~ . . .'~ I I 0'/ --".' J ~- Professional Service Indus-tncs, Inc. }" --- '. r ,.-\ '"'- .--* -. ~H~ /----' . L , , (" 2_ t ~ ; ;v G} \ "G"n"'--' 4 srr~ pr En .. f T v 1""r'!-" ff 1 .-"" 'f\ .. f"""'" O--.r h.. U 1'.- I'\. \..- 1->. 1 L 0;:) ~)...J j I, \i , t:! Ii ,{ i ...A ..&. ,_, .,......l..);. ~ ~ -r-" J ./,.--- ~ 'j>.,-, r. / -..-t-.- 1 JO}-] PROJECT NA1\1.t. 1"\ (--:c) I u ( /. i Cf.. ..L th,j ViEA TEER c00rDI1'loNS_~)--;/i-~c pi ;[r~___= DATE CAST L/ ~ Zn ___._.....t....~-...:...._.__ CONTE.ACTOR 1 f\ Ii ( ij I:' rJ S E p" VED B Y ____.~T: ___f;-'{:~./) .,l.-:-;:U2'/ ___-~L_____'c_.___________. "IT II 'G CON-I' A CTOP -ri; /1. i 1-\),\..) C/<.LIBR.__t___7J-,::";:~___.1:7TJ /S TR 0 KE .. :-...;,)..'i. ... l.A'\..r\. .L"--_:.:~.~_~.2:.:.:-.~_L~:d.l...!_.:.;/_/~ Cube D:Ha Pile No. hle Cap t,t/Pilc -# P".r..;o Vert. t.....J a.. \ 0 Drilling Conditions c::; scr?> -"'.. . "~"'" - Professional.,Servlce Industr~f:s) Inc. , ( { \, I ,>> n :L ~ AUGERCAST'PILES QUALITY CONTROL A (- Page 'i of ~ ~~ -'-' ~ /} /, l' C.{'" _ ',/(~~~_.~:r (; 0 i,L cl PROJECTNAiviE }< ,/ ,,- I t { JOB NO .i \ y- ~ / j \ \'iEA TEER C01\.JuITIONS C~ 'I- - '2. ./ ~.~A.{~~J~~~~1._,_ (~'~d~~~Q.'t DATE CAST - ) -,_._.-.....-~~.__.~.----- CONTPJ\CTOR \ . ( . t, ~, (\DS"DV,::7D ny..... !' ". ,;" /) I,j . ,I, i",r''''. () VL:.h Cl:', )_, D -.}, f''' ,. .,.':"- t'~..t., /' ---- ~'----"--'----'-_..- -'ILrNG CONTR "'("OR --'1-,' ,_:C','> ......'. "'" fi\ [p CAT nn ! " ! --, ~TJ 'STROKE 1...1 1 'f\-). 1. _~L..-U~.l~.iL~_ 1-"L1l}; .. ~l.t)l'-~_l_.~:..LL,__;~__j~:.. / i&. t _ . r Pile No. T n.1C k Drilling Conditions Prol es'sio'fi-ZiT' S'cfi/lc'e Inc. \ . \ 0) ~--.. ") -- ) .. . ',j "'"", .I AT T(--- ER{---/l ST 1)lrA-.~"'.1""r'I""';t n 7\.T""R f''' 'i ' "U' ! I. 1 v Uv' "-.''"'' \.~ '. ).....J... .l. L, ~ 1 I.. .1.J~]u Page fr o "," JOB DATE CAST OBSERVED CJ-rout Cube DJta Set Pile No. ~--,~. . ~ Dri !ling Conditions _._,~ "_"M ."- ~ .__'_ Professional Scrvlce IDC. \t~Q~1ii1Mi~"~ ift~J ~.r (~ t:;~ \ or TG~l' 'R ,r' l, .Srr>l DIl $";'S ",I, T V'1~-\! l-"~""'~~RO' r... v ,~..~\_-,"~, J:.. ..,~ .t',>-~~A J.. A '- ~)~, 1.)( ",...0 ~ ~ <7),-- ... .--. ! - / ---1'- .' .. r- .. .. --/ "'- I .""" , ~ II I PP\.O I E"T (oJ f. "if;'. /-"\;- c: .I f)' ,.. '\vl CI- (['h.) J:; ; ,., N' 0 .i' ',"._ ; - '\ (I', U (ii--_,Jj . A .J V A " r1..J. "A -- ., ,; <.. \.~- ~ '..... ~_......- l" ,-I ~~ J.. ~- -! \ \ _..~,! if \VCA.r-1'ERCO"'~'----'-- DL\TPC'1ST-'--7J~-;;'e ~ J...,.,f. ............. A. J. ).. '" ~-...." ; .... ~ ,,_" .' t. .- _ ~,_",: ~-: _ "':-. ... ::--~_~"';"""":::::'::::_-'~_. ~_. _ , CON 1 RAe rOl:Z ' .\ I ,i. (LJ.i..!J________ Ob:)1:::,RV L',D l:lY -.J. /:.. /C.)fl2../.2. ,;/ PILING CONTP0-\CTOR_"~J~\20_i-'.,) ,) '~L!~ P" Cj.\J_IBR,_L,':LLL~L-__ FTJ /STROfZE (jrout i\rrJval IJatch ~r niC k i'-J O. 1-111-1 C ~rl n1t~ lJlillin8 Conditions f { , .~.. '.( ....~~, " Professional ServIce ,', '-'; \ I '/J ) [ __ , . ' ., j " lei \ ,? ~ (;~ \. Y . G E 'f' ,-., , C',..n D T J ~ ,'. !-t T l' r:-,~\" 7 (\ 7\,; '''r I~ ("))' L U < I'\. ( j:i..:) L 1 i h ,:-. .. _,..... . .......... -'-"__ U .....,.;...JA.J.. A '..'" l..:\.V.L; <,---." ............,...-..- PROJECT N/u\1E i //"-,- j T ,-" f ,- ,/ i '; ~--)! ,.F' J ",r-" "-,- ,l. l f ~\ i -" \'; t.).5.~('-- I t,~!:... _L j.it\,: " NO ",/ t':--\ I '- ~\ () L,) ~/_ \,,/J ----"_..k.."'..,...~__~,_____.~~___ V'E \. rYE-z I' '''ITy''hn; r<;, ($,(J-L D ~'-\. C;\S rr /'+ I . ~-; 'l -:"l l:i. 1 ..........U... v, 1 h. h',_/;.\(......l -<-------~--........, CONTRACTOP, !" \,' L pt'!) -j- j/ I,", '-'/';1 /) Y ........., ;-.., .. \..-~- ..I //~" '",_!';''' , - --.----..'----...-.,-------.-- --_~__~------.1.-,~~...,:~__ '- " . ...__ .._ r F),-,_._~~_~l / ,I .~:i.___ ~'Y'3 '-'TROKT" PILiNG CONTRACTOR_-.f ":'~I';)u;-L'd~ .r 1 /:).. '\.. J. t: Grout Cube Dat:l iuTJ va 1 Set P:1c 1'.10. 1-lrn[~ "\ Professional ScrvJce IDC. t'tC} ( ) ~ " I -~ .f ~, lti .\ TT(~1~nr'" \S~' pTJ ,~C. ~ ;-\L I'T~' ;(~ 0 ~~'rI<~ iJ L j-~U '...7).:.-1:(\,..,h.. J A.I. _"I::;.,;) ~.....,.. Page (:' o,~. <~ _.~~ '/ --~"J' J' i .";- " ;./ .( I ,"'"r'- ," -- f' / ..1 tJ rJ PROJECT Nlv\1E~".,'--).l.iJ..s....~,=--C( )JO ,.$ (-, i - \ () (j 'f~~f~ ... ---.!....-4......::.........:-.._~... ~" \Vr;: A THFP rO>,IDT.l~T()NS Cr.. /,(\.,,,- J)~:.\ CAST .__-2.~__..~ ( -, () < .- J......,,,, ~ ... .............." '-" ..I ~ ... ). A ). '_.. ____...::::::....:.::.___. COt\"Tl\.i-\CTOE. ; !. \,'. { P /i D -.\ ..,..., ... .-~T ......." y-. ,.,.......--. ',",,"'." .___ ~ ( i h " f. ,.( V H D \ C V I ,~ /1' J'. A- /' /) C .__~......J-.,t_,__.__.~.__".___;:::: ....,.___.___ ,-' ._._'~_i~-'':'''''' ~ .l,J .,. _____..::._,,_~_,_.__L.:..~..=_~_'/',__..::::.._": _"___ ')IT TNG CON""''''' '('Tn" -'F,. , i \, . , p r f~ T n:::c 1;('-/ I / .-;. T-:',J 1ST? OKF l- Lil; f' i l i 1"<...1"'1.. _ '" _1 l"',-~, (1,' ( /~_L.1~.lJ~i ,.~~'.,"-- '-'... ~-'--.....J... ...--..-.l_~~':"~,=-------_'=- 1 t\.. 1 ......../.l. "-"- Grout Cube Data Grout i\...rrj \'31 Batch rrl:~:lC Set Pl1e No. T"nlck i\o. 1~J.l:1C 'T! rnt~ iYhc:c /i J , unlling Conditions ~,_.- . ."" I .~, Professional Service Industi>~S) IIlC. I (n) l '\ ; .. I \ { ~z.) \, '/ ''Itq'2~~g;;ii:;.,if'- .fu1J';":;.i :: !f IS,.,.. I?; AUGERCAST PILES I,. '7 ""fr--r'"'l"1 1 r'l -... "r'l.....~.-"\-n O"'<!' r~.LJ J...l :1. \L... tJ l.'~ 11, .LJ J03 NO -.......I,/' I ~r- , ,/ /' .,l .. _ ~ __ ~ (~) l) "-.if_t..J;j ..l-.::l....i..._'--~_:: -v t f TJ/,~TE c~~s~r I CONTRJ-\ S [~R.\rEL\ PIUNG CONTRI\CTO Arn '.':t 1 u:'ltch Set Pile No. \1 crt. " , Rcinforccrncnt Drilling Conditions ! /' \ I \.,.,1' Z' i "'--.z:03 ,-....- f Professional Service i . ......, 6 ;,\ ; ,f:; , ,I '7} ....:<;- , ( ;._'" I, _ , ,if- ~t/ <>> \.1 T r ~~ r r \. S r'f' D n -~ n '. T 'C'7'--, J r'r,~,~rrRO'" f 0 '0'J:~,...{,-,i-' '- .l .t ~ .J,Q,2; r~?-,J). X '-.. ~)l." A . '-.L Page of ,f /-\ -. ~--. . //,.--.,.-.- /T- .--, f' ,/ ~.........'"""'- r^> ,/ ( I I , 7". --l,;_.r . PR OJE CT N Al'yJ.t~L~,:::L-!.:.L.S_J' f C.c ..f.. r.J td J 0 -CJ NO ______j V-, h - c) {f- ~f",J' , "'lEATHER CONDItIONS Cl l~ /t__ D/<..TE CAST I ---~-'------_._~ Of3SEIZ\T.ED jj)/ PLJ r .\ 1 Tn p Lj I I c:~,J !<::TRo,rF ,,-,f'-...L.r..---=-..J "'\..~__~.!__.i. ' " .. 1 I I...~ ( ,t'.-.,.,. , ; - " '" t ~ (:: "'...., 'j':::-~~:;:-:--:~-' ..-~~ r"l ," (' 1, n., I- - ) L__ . .1.JLI\.. u.::~rrl\.il;",;~:J ;.,,,--S..lit';;' I \....!.,/l1ll,......U _,C Ll<..-.ltl 1 Groul I /\J71 V;1! i .ii;t~};--IT~?;:i I \V;c~cr AdJ,cd -._.~_---~-~Td:e[ 7~.-r.l:~~~~~--r-Sct-i-pile N~'i I f TnlCK No. I Tirilt.: i Time 'ii-- 'yJ I ((JillIons) UC';IF.nal;o:1 I I 1'vbdc I ?"-------+-- l-~------i-. ------.---1-.~---~~~------:--- -------------.----[..----.-----1 ------- 1 ' I i : r i ; --l---~- -.~~.-------..--~-----..~r___-- : \ , : I ~,!;: : t ;.--- ! I ----t-----r--- .--..--.------,---:----_'I__~~.__r i i i 1____1 I ; ~ I I j I I ! I I ! I i ! I __.-------L___, .J I , I Ban Vert. Batt -, (j . , Drilling Conditions . --._-~ {../r'J.-, .. . .--- Professional SCrvlCC Inc. ! . - ~,'< '. "~1.-"...... .''';'''';~\~,;f''''''^ i V iV , f;J AUGE r' ':\ fTT"./ t"'(\~\~TD "'T (.., 1. -.._;.. ^ ...1... \.~ J J" ~ ' ,1.'"'\. 'J .....-/ Grout I\I:~) \' ~l j jJ ~ltC}l Set Truck r,<(). TJ ; Jrnc: Batt . ,~-- ----.- ,-.,.--...-- f'r.dling COrlditions > -~::,. ........., ,..~. Professional ServIce Industr~cs, Inc. lj'.i ;- t '"" ; ~ \ 1TG'E~T)r ~ S'rT' pV1T 1~C ';" 'rrr'".r r, .rrTY"C''''''' r1... U ~..,~ 1\..,-,1-7.. . J. A.J__.r..B.2.ru 1-'j",/'~l J.. X \..) i 1-<",' lL i Page -L ~) "_ ,_ 1./ f"'C' "r', (' ,/ . r',.. ---/.~ ,.- C', ,I. ( PROJl::.CTNA.Nlt:. j\;.)I{) .(. JU:.::JNO . "', -~\ u'f-'-l/ --~~"-""----'-____',__~___________ --..............-.>..M ' , ' \J.ir:ATH~'Q rOi'TT'l'r'TOi'\S :-.,\rrj::' CA~r:~ --.------~-- I "lye lJ..L....,"'-'- ...,,\..l) ...."-J>- _._~".,,___~___ ..J~._l........ #h......;-_~ )-..lrj I !-'.. .,' S .-'::~.n:':';:-::-:--r---;:::-. . C l T'h'~ , ' l'i(h_~~ I... dJII,ill.jl.'j J'~.)'"l!l')' , \J.OdL ........uL')e -'-_l_~~,l. ~+-<-~:-:------;--::--"---"-;---T-'-.-::-~:-~----~."'. ~~----r-"'~---j~~~'-~"-'~-'-"-^~---:---'~"--r~,-:-:--~---.J<:!~'-:-~::---~----1-~'~~~'--~--:-~ ,. I (JTouL I j'\-rrj\.'~ll ! IJ:LLI1 i LO::ld ! \v aLcr l\dcJ.:J :'\/Lx. i ~ lck:.:r /~ i 11~-:-lL: 1 ~et ! Pl1e No. ,:~L:r'l'~k t+ 1}'; ;;;'-: de !fln~('~7'}+-( G'(I ~)');J~ ';~;~'ti;_;i 2A::uji~: TI ) : I; c S ,I ,I " , I I j 1--1 ~"------'--r----im_--' I ! Ii /72 I Ii! i L___---=r J I r , . 'I i I ~.' . ,,:. ' ";,'?,~~.<;Ir r----f"E~<.?{, 6 ~>:;,7., I Pllc Cap #IPtlc: H L j':, I r ~)1.Cr (\ , __f..".:L,:') I .~" ,I. I I r I ." -' f 1-1?ilc Diameter (in) ~ I 'L- /,~ .____.1 / ~5 1 (,- _ i. Reference Elcv. Cf!:J ~ I I C r d A,' i '00", Vcri I Dott ," '. I 'C' ;" \r..... B-tt \/"""'" fane ..I.-,CJ.. ..llf~nmcnt ~'Hl__~_.L. .oc. ~_"~__ vcr.. _ ___ ._, 1 ':"~ra~l_~. 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Consulting" Testing May 11, 2005 (revised) A1A Acquisition Group LTD., LLP 3425 Atlantic Avenue Cocoa Beach, FL 32931 P: (321) 799-4099 F: (321) 784-7812 Attention: Roger Dobson RE: Auger Cast Pile Installation - Completion Report Residence Inn - Cape Canaveral, Florida PSI Project No. 761-50044 Between March 24 and of ou r Attached are the hand written copies of our onsite representative's field quality control logs. Our onsite observations and review of the field logs indicate that the total (224) 80' deep 18" diameter and (39) 55' deep 14" diameter auger cast piles have been installed to meet the intent of the projects documents. Should you have any questions, please do not hesitate to call. Sincerely, Professional Service Industries, Inc. Attachments: [included w/originalletter] Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561 FL Engineering Business 3684 In/ormation Build On !Engineering " Consulting" Testing REPORT OF GROUT COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section B, south wall east corner Date Placed: 5/11/2005 Technician: J. Kilderry Time Batched: 9:22 AM Supplier: Rinker Time Sampled: 10:05 AM Delivery TicketlTruck No.: 92305712 Slump (in) (ASTM C143): 9 Mix No. & Proportions: N/A Air Temp. (F): 78 Concrete Temp. (F) (ASTM C1064): 82 Date Received in lab: 5/12/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Prism Prism Compress ive Type Set Prism Age of Load Sides Area Strength of 37 A 7 5/18/2005 28000 3.50x3.70 12.95 2160 Tvpe 3 B 28 6/8/2005 C 28 6/8/2005 H Specifications: 3000 28 days REMARKS: X Prisms made by PSI Prisms made by Contractor X Prisms picked up by PSI Prisms picked up by Contractor Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561 Information Build On Engineeri'AitiS'O~T Of!i~ONCRETE COMPRESSION TEST Tested FOi: A 1 A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Grade beams foundation at J.5 to Rand 51 to 55 Date Placed: 5/10/2005 Technician: J. Kilderry Time Batched: 11 : 17 AM Supplier: Rinker Time Sampled: 11:51 AM Delivery TicketlTruck No.: 92302209 Slump (in) (ASTM C143): 5.5 Mix No. & Proportions: 1176299 Air Temp. (F): 82 Concrete Temp. (F) (ASTM C1064): 80 Date Received in lab: 5/11/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type Set Cylinder Age of Load Diameter Area Strength of 1\1" In (n,..,,,, \ T...",t (Ih",\ (;n\ (",,. i~ \ (n"a 0._ .. 36 A 3 5/13/2005 52000 6.00 28.27 1840 Type 1 B 7 5/17/2005 78500 6.00 28.27 2780 Type 1 C 28 6/7/2005 D 28 6/7/2005 H Specifications: 3000 28 days REMARKS: v Cylinders made by PSI Cyiinders made by Contractor ^ X Cylinders picked up by PSI Cylinders picked up by Contractor Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications 15 gallons water added to concrete Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc,' 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560' Fax 407/304-5561 lnfonnation Build On Engineering. Consulting. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Grade beams foundation at H.2 to approx. U and 66 to 68 Date Placed: 5/10/2005 Technician: J. Kilderry Time Batched: 9:42 AM Supplier: Rinker Time Sampled: 10:23 AM Delivery Ticket/Truck No.: 92301477 Slump (in) (ASTM C143): 6.5 Mix No. & Proportions: 1176299 Air Temp. (F): 76 Concrete Temp. (F) (ASTM C1064): 76 Date Received in lab: 5/11/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type Set Cylinder Age of Load Diameter Area Strength of 35 A 3 5/13/2005 54500 6.00 28.27 1930 Type 1 B 7 5/17/2005 68500 6.00 28.27 2420 Type 1 C 28 6/7/2005 D 28 6/7/2005 H Specifications: 3000 28 days I ~ REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications 20 gallons water added to concrete Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561 20CJ5 11 : ~:~3 :.1214330171 F"::.I p ~~l:~ c: ]1 [~~71:f(on:~1at~on I~'-^'~-- ,1:!:.1fii:JIJ. .To BLuld On l!lt9mHrlltg $ Conauttfng * .~ FAX CO\i"~R "AGE ~J)l~~:s~l--~=:=-~~~~~Q~NU~i~_~..:;o.~ snrn<: t06 ! OiU.ANOO OFFICE FAX {4(I"Tj304-5561 ' i C()COA, If!. 31~!6 I ORL,"NDO O.ff1CE TELEPHUN~" (4C1)-3{i4>-5!561 J L_,_1.~~..:!l~3..oo83~._,.__L__._........_..~.__.-_....-.._-~--,,-,,-,---~,'--~'--'-"-~-"" DAn:: 05/1 0105 TiME; ______..12.~75 _____ AM r.M _._-~._.......__-....---- TOTAL N1JMBER Of P AGi:S 2 INCLlllHNG COVER. PAGE -...-.......-.... TO: NAME: _.~!~~~.!~a~_._..__~~-_.....___-_~~__._~.-._- FIRM: ~f1!1. of ~~~.~~II9l!!!'D1 _~_____..____ """""----,.............'. CITY: F'A.X NUMBER: .......-..-~__~__.___.~_~._.....L...,,~.."_,~___....~.<_____.""-.,'"'~>..............~..'"'--~-~.--~--'-~- FROM: N.<\..ME; ._~teve ~~.rri&IlU1_____._______.._.._~_.__...__ OPERATOR:: _-w-..........--__~,.,,___~___.___~"".__,__._._.._.__._.....__.&._<I.l...._.~_~._._~.____....______ Re: Weekly Inspection & Testing S~mmary fo.r Tbe Residen'~e Inn Capt~ Canaveral, PS.I HAS OVER ISO OFFK'ES NATIONWIDE '. CONSTltU(:1!'JO/ll Tt~TI1'i(; AND QlJALITY C61""t..OI. . ROOJ?~Nf.) I."A VEM.un CO"'S(lf,XH'iG .. DunCA n:p NOJE..." TESonNG AND 1NSJ':t(':'T.!ON . C,...oTECHNfO\!, Ei"iGINEItUN G .. tN'VIkONMENT AL AND M8~S105 MANAGtMitNT . ANAL '!(llCAl. Sl!:kV1CFS . NONDESTllucnVE L'i ,WlNATtON AN}) 'U!rfIJllG " ~l'tklALS USTIl'IG AND n::RunCAnON . TIUJNINf:; PROGIlAMS - - ~---- --~- ~_._-------_.- ...---,.-----,,---.... ---- -~- ---- Pr\)10S;siOt1.8.~ ~S'e:(vi(:e Industriss, lne ~ ~ 748 ;33:d Stree~ '" Q;-ianoo, FL 32e~;9 ., l:l>fp)ne 4(:7/304.-S560 . Fax 407:;'304-55fJ~---,_'n_...__._'~' 1 U/::'::~]I;']5 11,n ~:~_i]. ..:.t:~:'3fJl 71 PSI F 1~\GE:; .-:<,t, '.:.!,.-::' [9~;1 brtbnnation ~__~"~,~__ w____ ,__,_'__._..__ .... 11 B 'fd () .0 Uh, n Ei'll1&nHrlng ~ Cof'n.wNJE'I'{I " 1'led!llg Vi aidy Sumw,ary fur 1 el>ting and S<:'lvice'3 tbrough 05107/05 ~~t Re5ii~1Mf:e 11m PSI 1~"",1! i!'761.5{1044 C!Jl:ltractor: 111.;: lbi'o Slit:, C<)llna..ior: V A f'll:ving 5/210S Rr-teIlI!OI1 Pond ln7lOCh Stabibzatiolfl O~lItjOl'l lO{)if ofSW Retention Pond Reta,iul!tg w,l!1 was eXC\l'vated to 2' belQw!:x)tt"m of pr~1posed wall bttse. A 6'" lay\~ of#57 Stooe WII" p!<lc",xf and st,atic rolled, A.n additi,mal 6" to 10" (If ff57 StOlle W!l$ piacw In !ayer~,md I!. 9+ too vibratory wiler 'WIIS uged to oompact m.se two Tbis fll,ethod apP"f'Jirs ro have stahilized the bottom (,hilis l~ilgtb of wall m:n€lh. S tcellnsp<cti 00 tests and wde c<,mpEan(:e "A" Lln.;,,'S ,A., H, 2, '), 8, 13, 26. 3 J &. },S, A Set project spetducatiot1s, Trt.'1J.d.l cxcavath?n COIH~n::te was i~st repr~,ting abov,l. Trencb and stabilization ct)lltlt'l\M::d to a.pprOO';, 35' frOOJ Qbser'VtttitJI1, cumpledng the SW retaining wall hase Sl.abiHzatior.. Stabilh:~ti()ll .Metb.ods Wi:rlt' per re;:o:mmendatioos, up l.1JI.d Tfai'l.Sp..,)l"l(!d C~;:;t 513/05 N Q IfI'lp('.ctj(lJ,IS 01' due t(l ~her Of 1111''-' to we.at}JllJ ----"..---~._.-_______._.u__. _..~..___"__.____ ._....' ~.___...__u.__ ___.__..__._,____~_.._.__ _"__. _'~__'"_.___''' Prc/assfCH1d.1 s.erv!ce :r~;just,ifJf, · -11'483'3,--] StreeT t Orbs.nrjo; FL 32e~39. Phone 4C)"?.-'J04-;,560" Fa.1( 40TI:;()4.o561-- ------------- .. Consulting.. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Altn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Grade beams foundation at H.2 to approx. U and 66 to 68 Date Placed: 5/10/2005 Technician: J. Kilderry Time Batched: 9:42 AM Supplier: Rinker Time Sampled: 10:23 AM Delivery TicketITruck No.: 92301477 Slump (in) (ASTM C143): 6.5 Mix No. & Proportions: 1176299 Air Temp. (F): 76 Concrete Temp. (F) (ASTM C1064): 76 Date Received in lab: 5/11/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type c>... . No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 35 .A 3 5/13/2005 54500 6.00 28.27 1930 Tvee 1 B 7 5/17/2005 68500 6.00 28.27 2420 Type 1 C 28 6/7/2005 119500 6.00 28.27 4230 Type 1 0 28 6/7/2005 117900 6.00 28.27 4170 Type 1 H Specifications: 3000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications 20 gallons water added to concrete Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submilted Professional Service Industries, Inc. ---~-"-,--~"'- ~~-,-,,- " -~^""---,-,--,--,,-,--,-,-,- _._._--""-'''-,~-'.-.,- Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560. Fax 407/304-5561 Build On Engineering" Consulting.. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Alln: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Grade beams foundation at J.5 to Rand 51 to 55 Date Placed: 5/10/2005 Technician: J. Kiiderry Time Batched: 11 : 17 AM Supplier: Rinker Time Sampled: 11:51 AM Delivery TicketlTruck No.: 92302209 Slump (in) (ASTM C143): 5.5 Mix No. & Proportions: 1176299 Air Temp. (F): 82 Concrete Temp. (F) (ASTM C1064): 80 Date Received in lab: 5/11/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 36 .. A 3 5/13/2005 52000 6.00 28.27 1840 Tvee 1 B 7 5/17/2005 78500 6.00 28.27 2780 Tvee 1 C 28 SI7i2005 145000 6.00 28.27 5130 Tvee 1 0 28 6/7/2005 143000 6.00 28.27 5060 Tvee 1 H Specifications: 3000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications 15 gallons water added to concrete Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561 !Engineering. Consulting. Testing REPORT OF GROUT COMPRESSION TEST lested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Altn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section B, south wall east corner Date Placed: 5/11/2005 Technician: J. Kilderry Time Batched: 9:22 AM Supplier: Rinker Time Sampled: 10:05 AM Delivery TicketlTruck No.: 92305712 Slump (in) (ASTM C143): 9 Mix No. & Proportions: N/A Air Temp. (F): 78 Concrete Temp. (F) (ASTM C1064): 82 Date Received in lab: 5/12/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Prism Prism Compressive Type ~ . ~. .v No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 37 ,J::>.. 7 5/18/2005 28000 3.SOx3.70 12.95 2160 Tvoe 3 B 28 6/8/2005 44500 3.60x3.70 13.32 3340 Tvoe 2 C 28 6/8/2005 44000 3.65x3.60 13.14 3350 Tvoe 2 H Specifications: 3000 28 days REMARKS: X Prisms made by PSI Prisms made by Contractor X Prisms picked up by PSI Prisms picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. ."-^'^'-"""'-'-'--,-,-,-,- -...-,... Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561 /Engineering" Consulting" Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atianlic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Grade beams foundation at S to U and 1 to 7, section A Date Placed: 5/16/2005 Technician: J. Kilderry Time Balched: 11:00 AM Supplier: Rinker Time Sampled: 11:36 AM Delivery TickeUTruck No.: 92319493 Slump (in) (ASTM C143): 5 Mix No. & Proportions: 1176299 Air Temp. (F): 78 Concrele Temp. (F) (ASTM C1064): 82 Dale Received in lab: 5/17/2005 Air Conlenl (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 38 .. A 3 5/19/2005 69500 6.00 28.27 2460 TVDe 2 B 7 5/23/2005 82500 6.00 28.27 2920 TVDe 2 C 28 6/13/2005 117500 6.00 28.27 4160 TVDe 1 0 28 6/13/2005 119000 6.00 28.27 4210 TVDe 2 H Specifications: 3000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests periormed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560' Fax 407/304-5561 .. Consulting" Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN AUn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: 5ection B columns 5.5-70, 5.5-75, 5.5-79, 5.5-84, 5.5-86, 5.5-77, 5.5-68, U-94, U-96 Date Placed: 5/16/2005 Technician: j. KHderry Time Batched: 1 :02 AM Supplier: Rinker Time Sampled: 1:44 AM Delivery TicketlTruck No.: 92320303 Slump (in) (ASTM C143): 5.5 Mix No. & Proportions: 1156016 Air Temp. (F): 82 Concrete Temp. (F) (ASTM C1064): 86 Date Received in lab: 5/17/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 39 " A 3 5/19/2005 103000 6.00 28.27 3640 Tvpe 2 B 7 5/23/2005 126500 6.00 28.27 4470 Tvpe 1 '" 28 6/13/2005 188000 6.00 28.27 6650 Tvpe 1 v D 28 6/13/2005 192500 6.00 28.27 6810 Tvpe 1 H Specifications: 5000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications 10 gallons water added to concrete Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. -,-- Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561 !Engineering & Consulting" Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Alln: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section A slab on grade approx. col. Line B-7 Date Placed: 6/3/2005 Technician: J. Kilderry Time Batched: 6:37 AM Supplier: Rinker Time Sampled: 7:13 AM Delivery TickellTruck No.: 92367176 Slump (in) (ASTM C143): 3.5 Mix No. & Proportions: 1176299 Air Temp. (F): 74 Concrete Temp. (F) (ASTM C1064): 82 Date Received in lab: 6/4/2005 Air ContentJASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type ~ No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 47 ",A 3 6/6/2005 63000 6.00 28.27 2230 Type 2 B 7 6/10/2005 76500 6.00 28.27 2710 Type 1 C 28 7/1/2005 0 28 7/1/2005 H Specifications: 3000 28 days I REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. ----,,~--,,----,--""'-- Professional Service Industries, Inc. . 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561 .. Consulting to Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Altn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section A slab on grade approx. col. Line D.5-4 Date Placed: 6/3/2005 Technician: J. Kilderry Time Batched: 6:58 AM Supplier: Rinker Time Sampled: 7:35 AM Delivery TicketlTruck No.: 92367398 Slump (in) (ASTM C143): 5 Mix No. & Proportions: 1176299 Air Temp. (F): 75 Concrete Temp. (F) (ASTM C1064): 80 Date Received in lab: 6/4/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type ~ No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 48 .. A 3 6/6/2005 58000 6.00 28.27 2050 TVDe 1 B 7 6/10/2005 77000 6.00 28.27 2720 TVDe 1 f"' 28 7/1/2005 v D 28 7/1/2005 H Specifications: 3000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560' Fax 407/304-5561 " Consulting" Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN Alln: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section 'A' column bases, col. Une U-7, U-9, S.3-16, S.3-19, S.3-24, S.3-26, S.3-28, S.3-33, S.3-35, S.3-37 Date Placed: 6/3/2005 Technician: J. Kilderry Time Batched: 7:35 AM Supplier: Rinker Time Sampled: 8:12 AM Delivery TickeUTruck No.: 92367616 Slump (in) (ASTM C143): 6 Mix No. & Proportions: 115016 Air Temp. (F): 75 Concrete Temp. (F) (ASTM C1064): 80 Date Received in lab: 6/4/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 49 ,.A 3 6/6/2005 87000 6.00 28.27 3080 TVDe 1 B 7 6/10/2005 107500 6.00 28.27 3800 Type 1 r- 28 7/1/2005 v D 28 7/1/2005 H Specifications: 3000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM Ci72 and ASTM C3i. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. -- ~,-~- Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561 .. Consulting.. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section 'A' slab on grade, approx. Q-19 Date Placed: 6/3/2005 Technician: J. Kilderry Time Batched: 8:09 AM Supplier: Rinker Time Sampled: 8:50 AM Delivery TicketlTruck No.: 92367835 Slump (in) (ASTM C143): 6.5 Mix No. & Proportions: 1176299 Air Temp. (F): 78 Concrete Temp. (F) (ASTM C1064): 84 Date Received in lab: 6/4/2005 Air Content(ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 50 ,. A 3 6/6/2005 60500 6.00 28.27 2140 Type 2 B 7 6/10/2005 68500 6.00 28.27 2420 Type 2 ,.... 28 7/1/2005 '-' 0 28 7/1/2005 H Specifications: 3000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. -------~"-"""- -- -,.-.-..- -,---,~._-_._'" Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560 . Fax 407/304-5561 Engineering.. Consulting.. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section 'A' slab on grade, approx. 8-38 Date Placed: 6/3/2005 Technician: J. Kilderry Time Batched: 8:55 AM Supplier: Rinker Time Sampled: 9:30 AM Delivery TicketlTruck No.: 92368275 Slump (in) (ASTM C143): 6 Mix No. & Proportions: 1176299 Air Temp. (F): 78 Concrete Temp. (F) (ASTM C1064): 82 Date Received in lab: 6/4/2005 Air ContentJASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type '" No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 51 ,. A 3 6/6/2005 64500 6.00 28.27 2280 Type 1 B 7 6/10/2005 70000 6.00 28.27 2480 Type 2 C 28 7/1/2005 D 28 7/1/2005 H Specifications: 3000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications 5 gallons water added to concrete Concrete sampled in accordance with ASTM Ci72 and ASTM C3i. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. .~- Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560. Fax 407/304-5561 l."~;l Information 14:."'. .,10 Build On Engineering. Consulting. Testing REPORT OF REINFORCED CONCRETE INSPECTION TESTED FOR: AlA Acquisition Group, LTD., LLP PROJECT: Residence Inn - Cape Canaveral, FL 3425 Atlantic Avenue REPORT NO: 3 Cocoa Beach, FL32931 PROJECT NO: 761-50044 AlIn: Roger Dobson DATE: 5/9105 and 5/10/05 TECHNICIAN: S. Corrigan REINFORCiNG STEEL PLACEMENT STRUCTURAL ELEMENT ELEVATION: on grade X Foundation PlAN LOCATION: grade beams, area B, lines G.25 - W & 66, J.75 - S & 68, 55.75, 50,25, J.25, R.25, H,3 - T & 38, Wall H.3 - S.5 & 41 Column Floor Slab Stair Other CRiTERIA UTlUZED AS INSPECTION REFERENCE: Structural Plans: Sheet(s): S212 Detan(s): 1,2 RFI: PDG S102 6, 1 RFI: Dated: 3/23/05 S103 4 RFI: CONOmONS 1 CONSTRUCTIONS OBSERVED: No exceptions Deficiencies X Proper quantity, spacing, & layout X X Proper splice lengths & splice locations X X Proper chairing and concrete cover X X Prope; securement of reinforcing X Proper layout of post tensioning cables Proper drape of post tensioning tendons Proper sheathing and anchor reinforcing X Concrete strength verified X X Concrete consolidated during placement X Other. DEFICIENCIES: RE1NSPECTlON REQUIRED: No REMARKS: NOTES: Contractor is responsible for scheduiing any necessary reinspection after remedial work is performed. Tests may not be reproduced, except in full, without written permission from Professional Service Industries, Inc. Page 2 of5 ~____'_~'__'_~__.'__'_"_ ',. _'___"___~m.___" ._______._..__."'._____~ --'_._._.0-'. ---"-"'-"'-"-"-"'-'~-'-'-- --,-'- Professional Service Industries, Inc. '1748 33rd Street. Orlando, FL 32839' Phone 407/304.5560' Fax 407/304.5561 FL Engineering Business 3684 Ub/ tJd,/:"::I:JU5 0:::::25 321 d :::30171 PSI Pl.;GE 01 l rIl' fllnfonnation ~-'--.+"' ,,_"".','~._,'.., ...,---. --.--....,.,......, ~..". " .10 Build On Snglsteerfltg . ComlUltil'lf1 . ~ng .FAX COVER PAGE F --t=--- n ADDRESSITELEPHONE FAX ffELEPHONE NUMBERS . 2845 WEST KING ST - ~-- COCOA OFFICE (321) 433-0171 SUITE 186 OI1LANDO OFFICE FAX (407) _5S61 I L COC'OA, }/l., 3291~ ORLANDO omCE TELEPHONE (407}-J04-5560 ~.._..--.Q!!1~:33-008J ____________________...___________ DATE: O:S-OJ.-OS TIME: 9:15 AM I'M TOTAL NUMBER OF PAGES 2 INCLUDING COVER PAGE TO; NAME: Mr. Paul !!~Igr__~ .........-.....-----.- FIRM: ..~ orc.~ C..a\'enl._ CITY: FAX NUMBER: 321-868- 1247 ~..............._--~,...... FROM: NAME: Stn:-! CorrigaD --'-"---'-'-'--~ OPERATOR: --.J.________.___~_ .... ......... - ~Re: We~i.ry Inspection &-Te.tillg Summary for The Re;ldence Inn Cape .~aoaver~1. We~~ ending 04.30-05 ___ __ - ----~ ""'"'_......................~-- I .____~__._J I L____ _... PSI HAS OVER 1M OFFICES NA1l0NWIDE . CONSTRUC11ON ~TlNG AND QIJAL.ITI' CONTROl. . ROOF AND I'AVEMINTCONS(JUJNG . DEDlCA'tEl> Pflon::cr TrsrINC All,jlJ lNSM:CIlON . GEOTECHNICAL ENGfNO:JUNG . ENVIRONMt:NT AL A.ND ASBESTOS MAN..U;E~U:NT . AlllAL ynCAl. su.VlCi~ . NONDESl'RlJCTIH: EXAMINAl10N --'ND tESTING . M....nlu,us TL'rrlNG AND CER1U'lCA 1'tO:N .. 11tAu..1NC PROQt.AMS ---'-"', -,-".; -..-",,'-'-',.,':... _.,."~,,._-----------_.~-. Professional Service InduBtries, inc,. 1748 33rd Stre"t. Orlanoo, FL 321",,9. Phoc,e 407/3<;)4-$$60. Fax 4071304-5561 U :_,1'" Cf':,,.' "':, tJ !::J ~~) t:Ji::,; ,;,;:'::1 3~J':+3.jt:llll PSI P?\GE [12 IRfii:J lnfonnation --,,,- I:!!,.... .Ib'Build On linglneerlng It ConJJUtting . 'ntBflng Weekly Sumrnnry for Tasting lU'id InspfJCtioo Services through 04/30/05 Project: R.esiden~ bm PSI Proj<<t # 76 ),,:50044 Contractor: Welbro Pile Contractor: Puder Site C(B'IUtctor: V A PitYing '"""-~"""""""''"''""--'""'"''"'----'-~".~-'--' - . -...,...,..,...,.,.. - Rematks Dllte _""_____ ~il'tion 04-15-05 No tt.'Sting or inspections performed. Picked tip samples and transported to cur lab. 04-26.05 14" Diameter, 55 ft. Piles Installed 1366, TIk # 2138 timed out a1J"d oont back appnlX. 3 1362, 1360,1358,1367,1359,1361,1363,1365, yds. Piles were installed per pf(~ect criteria. I 1364, 1372, 1378, l376, 1352, 1353,1350. 1348, Re;infOTt--mg steel met project criteria Exilll:ing I 1351, U49., .1341, 1340, 1354, 1356,1355, i357, subgrade dmsitiill5 met the m.inimum 95% 1375 & 1339. Samples cast fur compressive strength compaction requirement Fill density ra'1ult , tefft5. Reinfim:ing Steel. Inspection Gn.de Beam!; pendini proctor vahle. Se<..1ioo "'C" and Elevator Foondatioo Section "A", 3 s.et" ofC"ytinders cast representing rema.ining grade beams in Sectioo ''C'' and the eievalOf" fuundati(ltI. 4 . In-place Deosih~ 00 >iQi.iStUlg Sl.Ibgrade Sa:tion "C". 11 Density performed on fill in section ''C'''. Samplt!d import fill being phlceQ between grade beams b t- .. .................. ..... . .,'. ,"-' ".....,.... ., ;,,. '" '*' ,. ~ 13&4, were installed per projed criteria. In place 1383.. 1379, Samples CllSI fur compreisive stmlgth density tests l:Jetwero grade beams 0+ 1 ' above tests. 9 ln~pla\Je density teBts 011 fill between grade existing grade met the minimum projo.,i beams section ''C''. compaction I'llqUirtIDmt of95%. /O~f28-{J5 PreJ iminary inspa:,'tioo of el;vator ari'd grade beams in-place Density Tests between Grade beams I rein forcing steel Sectiou "A". 9 In -place density Section ''C'' 1).2' atx)ve existing grade met the tests 00 SC(.1:ion "C" backfill between grade beams. nlinirnlJl1) 95% compaction requirement. Stonn 12 In-PlaCl;'l)ellsities on Storm Sewer BackfiH. sewer back.fill @ Structure's #'s 3 & 1 J and I between #'56 & 10 md: the minimum 98% I ;;:;onlpactiOll requiremet1t I ~-~'------.~ ..............------.....-.........-- 04-29-05 ReinfQfcing Steel Inspection on Grade B<!ams and In-place deositif;l5 (In oockfill 8toTlJJ m\;Vlltor tl:x1\1~tion wall Section "N'. 2 sets of Structures # 2 and 4 met minimUlJ) of98% concrete L"ylinders representing above were cast. I =:",ctUn "'1,"',,""'L R,infumng ""'" mer L__ 11 In. Piece Densities on Stotm Sewer Backfill -~",.,. project ~Itfla ,-,'."__._--,. ....,,-----...- ..'-----_._-_._--~.... ....-.'...-- ProteseiQrai Se(vice !nduatrie:;. Inc.. ~ 174833:0 Street (I OrlandO, FL 32839 t Phone, 407/304-5560 II Fax 4.07;304~..s561 l ~~:, Information __'m__"___.,.,,_,,_.___..___m_'''___._________ --- ~..,. ~To Build On Engineering. Consulting. Testing REPORT OF REINFORCED CONCRETE INSPECTION TESTED FOR: A 1A Acquisition Group, lTD., llP PROJECT: Residence Inn - Cape Canaveral, Fl 3425 Atlantic Avenue REPORT NO: 3 Cocoa Beach, Fl32931 PROJECT NO: 761-50044 Attn: Roger Dobson DATE: 5/2105 and 5/3/05 TECHNICIAN: S. Corrigan REINFORCING STEEL PLACEMENT STRUCTURAL ELEMENT ELEVATION: on grade X Foundation PlAN LOCA TlON: grade beams, section A, lines A, B, C, 2, 7, 8,13,26,31 and 35 Wall Column Floor Slab Stair Other CRITERIA UTILIZED AS INSPECTION REFERENCE: Structural Plans: Sheat(s): 5211, S212 DetaR(s): 2 RFI: PDG S102 1,2,6, 11 RF1: Dated: 3/23105 5302 11 RFI: 5104 5 CONOmONS I CONSTRUCTIONS OBSERVED: No exceptions Deficiencies X Proper quantity, spacing, & layout X X Proper splice lengths & splice locations X X Proper chairing and concrete cover X X Proper securement of reinforcing X Proper layout of post tensioning cables Proper drape of post tensioning tendons Proper sheathing and anchor reinfon:ing X Concrete strength verified X X Concrete consolidated during placement X Other: DEFICIENCIES: REINSPECTlON REQUIRED: No REMARKS: NOTES: Contractor is responsible for scheduling any necessal)' reinspection after remedial work is performed. Tests may not be reproduced, except in full, without written pennission from Professional Service Industries, loe. Page 1 of5 '-'-"'-'~-'--'- .-.~-"-_.--,-~,,._. ._,,_._--~-,_.,---- Professional Service Industries, Inc.. 1748 33rd Street. OrlandO, FL 32839. Phone 407/304-5560. Fax 407i304-5561 FL Engineering Business 3684 IP~;pnformation ~viJlll .To Build On Engineering. Consulting . Testing REPORT OF REINFORCED CONCRETE INSPECTION TESTED FOR: A1A Acquisition Group. LTD.. LLP PROJECT: Residence Inn - Cape Canaveral. FL 3425 Atlantic Avenue REPORT NO: 2 Cocoa Beach. FL 32931 PROJECT NO: 761-50044 Alln: Roger Dobsoo DATE: 4/29/2005 TECHNICIAN: S. Corrigan REINFORCING STEEL PLACEMENT STRUCTURAL ELEMENT X Foundation PLAN LOCA nON: Section A, grade beams. lines R. P. L. J. H, G, F, E and 22 X Wall elevator foundation wall Column _._~. Floor Slab Stair Other CRITERIA UTILIZED AS INSPECTION REFERENCE: Structural Plans: Sheet(s): 5211 Detail( s ): RFI: PDG S102 2,6and9 RFI: Dated: 3123105 S302 RFI: CONDITIONS I CONSTRUCTIONS OBSERVED: No exceptions Deficiencies X Proper sizing X spacing. & layout X X Proper splice lengths & splice locations X X Proper chairing and concrete cover X X Proper securement of reinforcing X Proper layout of posllensioning cables Proper drape of post tensioning tendons Proper sheathing and anchor reinforcing X Concrete strength verified X X Concrete consolidated during placement X Shoring per approved shop drawings Reshoring per approved shop drawings Other: DEFICIENCIES: REINSPECTION REQUIRED: No REMARKS: NOTES: Contractor is responsible for scheduling any necessary relnspeclion after remedial work is performed, Tests may not be reproduced, except in full, without written permission from Professional Service Industries. Inc. Page 4 of4 ___. ._ _0'.'_-'---, ~ ~___._ -~-_.__..- - . ~._~-- . _'_"_~"'__._"_._"'___"____'_____~__"'.."_'~'...."....,__~ ~no~._ u___....______.. m_.__ Professional Service Industries, Inc.' 1748 33rd Street. Orlando. FL 32839. Phone 407/30,1-.5560' Fax 407/304-5561 Fl Engineenng Business 3684 l'!~.rnformation -~.~-_.._-- -~~._._.._--_.- --_..,.~---,---~--- t:!...,. .To Build On Engineering. Consulting. Testing REPORT OF REINFORCED CONCRETE INSPECTION TESTED FOR: A 1A Acquisition Group, LTD., LLP PROJECT: Residence Inn - Cape Canaveral, FL 3425 Atlantic Avenue REPORT NO: 2 Cocoa Beach, FL 32931 PROJECT NO: 761-50044 Atln: Roger Dobson DATE: 4/25/05 & 4126/05 TECHNICIAN: S. Corrigan REINFORCING STEEL PLACEMENT STRUCTURAL ELEMENT ELEVATION: on grade X Foundation PLAN LOCA nON: Section C, grade beams, lines A. B, C, N, N.l5, N.75, R, U, 75, 79, 84, 85, 86,89,90,91,95,96,98 Wall Section A elevator foundation Column Floor Slab Stair Other CRITERIA UTILIZED AS INSPECTION REFERENCE: Structural Plans: Sheet(s): S102 Oetail( s ): 1,2,6,9 RFI: PDG S213, S212. S302 2,11 RFI: Dated: 3125105 SlO4 RFI: CONDITIONS I CONSTRUCTIONS OBSERVED: No eXceptions Deficiencies X Proper sizing X X Proper splice lengths & splice iocations X X Proper Chairing and concrete cover X X Proper securement of reinforcing X Proper layout of post tensioning cabies Proper drape of post tensioning tendons Proper sheathing and anchor reinforcing X Concrete strength verified X X Concrete consolidated during placement X Shoring per approved shop drawings Reshoring per approved shop drawings - Other. DEFICIENCIES: REINSPECnON REQUIRED: No REMARKS: NOTES: Contractor is responsible for scheduling any necessary reinspection after remedial work is performed. Tests may not be reproduced, except in full, without written permission from Professional Service Industries, Inc. Page 3 of4 - .__.....~.._.,_._-'. - -,---- -------.-.-- ---'-"'~--'--"---'---'---'-"-'-'- -_.--._..._._------_.._-,.__._".._--_.~- Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560 . Fax 407/304-5561 FL Engineering Business 3684 Information Build On Engineering.. Consulting.. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlanlic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section C, grade beams col. Lines A, S, C, N, N.25, N.75, R, U, 75, 84-86, 89-91,95,96,98, sampled @ line 82 Dale Placed: 4/26/2005 Technician: S. Corrigan Time Balched: 1 :25 PM Supplier: Rinker Time Sampled: 1 :50 PM Delivery TickellTruck No.: 814153825 Slump (in) (ASTM C143): 6 Mix No. & Proportions: 1176299 Air Temp. (F): 83 Concrele Temp. (F) (ASTM C1064): 82 Date Received in lab: 4/27/2005 Air Content IASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type Set Cylinder Age of Load Diameter Area Strength of . 30 A 3 4/29/2005 45000 6.00 28.27 1590 Tvoe 1 B 7 5/3/2005 71000 6.00 28.27 2510 Tvpe 1 C 28 5/24/2005 117500 6.00 28.27 4160 Tvpe 1 D 28 5/24/2005 121000 6.00 28.27 4280 Tvoe 2 H Specifications: 3000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submilted Professional Service Industries, Inc. -. --^--.."-. --'^'-.-.-.",--.,,- Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560' Fax 407/304-5561 Information Build On Engineering" Consulting" Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN Aftn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Section C, grade beams col. Lines A, S, C, N, N.25, N.75, R, U, 75, 84-86, 89-91, 95, 96, 98, sampled @ line 96 Date Placed: 4/26/2005 Technician: S. Corrigan Time Batched: 8:33 AM Supplier: Rinker Time Sampled: 9: 10 AM Delivery TicketITruck No.: 81453791 Slump (in) (ASTM C143): 4 Mix No. & Proportions: 1176299 Air Temp. (F): 69 Concrete Temp. (F) (ASTM C1064): 75 Date Received in lab: 4/27/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type Set Cylinder Age of Load Diameter Area Strength of CI"C"''' 29 A 3 4/29/2005 47500 6.00 28.27 1680 Tvoe 1 B 7 5/3/2005 68000 6.00 28.27 2410 Tvoe 1 C 28 5/24/2005 112500 6.00 28.27 3980 Tvpe 1 D 28 5/24/2005 116000 6.00 28.27 4100 Tvoe 1 H Specifications: 3000 28 days ~ f REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. -,-~-"""'- _.",,---,,- Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560' Fax 407/304-5561 Information Build On /Engineering · Consulting. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Grade beams, col. Lines A. S, C, N, N.25, N.75, R, U, 75, 84-86, 89-91,95,96,98, sampled @ line C Date Placed: 4/26/2005 Technician: S. Corrigan Time Batched: 7:00 AM Supplier: Rinker Time Sampled: 7:35 AM Delivery TicketlTruck No.: 81453775 Slump (in) (ASTM C143): 4.5 Mix No. & Proportions: 1176299 Air Temp. (F): 66 Concrete Temp. (F) (ASTM C1064): 74 Date Received in lab: 4/27/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type Set Cylinder Age of Load Diameter Area Strength of '-' 28 A 3 4/29/2005 53500 6.00 28.27 1890 Type 1 B 7 5/3/2005 84500 6.00 28.27 2990 Type 1 C 28 5/24/2005 120000 6.00 28.27 4240 Type 2 D 28 5/24/2005 117500 6.00 28.27 4160 Type 1 H Specifications: 3000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. -"~--'-'~-'~'~-----~-,-""- _"_'_'_m.__..._'__,_,_ Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560' Fax 407/304-5561 Engineering .. Consulting.. Testing REPORT OF GROUT COMPRESSION TEST Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Pile 1350 Date Placed: 4/26/2005 Technician: J. Kilderry Time Batched: 11:15 AM Supplier: Rinker Time Sampled: 12:45 PM Delivery Ticket/Truck No.: 92261236 Slump (in) (ASTM C143): N/A Mix No. & Proportions: N/A Air Temp. (F): 78 Concrete Temp. (F) (ASTM C1064): 83 Date Received in lab: 4/27/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Prism Prism Compressive Type c"'. D.;"..... ^~'" ~f --... .,...... A ~ , No. 10 . [[fays} Test (Ibs) (in) . . (sq.n in.) (psi) Break 27 A 7 5/3/2005 15650 2x2 4.00 3910 2 B 7 5/3/2005 15250 2x2 4.00 3810 2 C 28 5/?4/2005 26500 2x2 4.00 6630 1 D 28 5/24/2005 25950 2x2 4.00 6490 2 H Specifications: 4000 28 days REMARKS: x Prisms made by PSI Prisms made by Contractor X Prisms picked up by PSI Prisms picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries. Inc.. 1748 33rd Street. Orlando. FL 32839. Phone 407/304-5560. Fax 407/304-5561 FL Engineering Business 3684 Build On Engineering .. Consulting" Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Grade beam 3, foundation, col. Line A and 1 to 13 Date Placed: 4/29/2005 Technician: J. Kilderry Time Batched: 10:12 AM Supplier: Rinker Time Sampled: 11 :05 AM Delivery TicketlTruck No.: 92273563 Slump (in) (ASTM C143): 4.5 Mix No. & Proportions: 1176299 Air Temp. (F): 68 Concrete Temp. (F) (ASTM C1064): 79 Date Received in lab: 4/30/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type Set Cylinder Age of Load Diameter Area Strength of 31 A 3 5/2/2005 52000 6.00 28.27 1840 1 B 7 5/6/2005 79500 6.00 28.27 2810 1 C 28 5/27/2005 106000 6.00 28.27 3750 1 D 28 5/27/2005 108500 6.00 28.27 3840 1 H Specifications: 3000 28 days I I IREMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. -".,-~,~--~-,--,-"'-----"-"~""- ~~.,~""-",.,',."._~~,-,-~""'~..,..,.~.- Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560' Fax 407/304-5561 FL Engineering Business 3684 Engineering " Consulting It Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Grade beam 5, foundation, col. Line H.4 to T and 22 Date Placed: 4/29/2005 Technician: J. Kilderry Time Batched: 12:50 PM Supplier: Rinker Time Sampled: 1 :25 PM Delivery Ticket/Truck No.: 92274741 Slump (in) (ASTM C143): 3.5 Mix No. & Proportions: 1176299 Air Temp. (F): 77 Concrete Temp. (F) (ASTM C1064): 80 Date Received in lab: 4/30/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type Set Cylinder Age of Load Diameter Area Strength of . 32 A 3 5/2/2005 49000 6.00 28.27 1730 1 B 7 5/6/2005 75000 6.00 28.27 2650 1 C 28 5/27/2005 107000 6.00 28.27 3780 1 D 28 5/27/2005 104500 6.00 28.27 3690 1 H Specifications: 3000 28 days I I REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. ~_.~---"""-~-~--"-,~-,-~-~----,-"~"'-"'~----""--,-"~"~~.,,---~ _._-"'--"""'-,~,--~"-"""""""'-,---~-,-,-,-,-~ Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561 FL Engineering Business 3684 Build On Engineering" Consulting" Testing REPORT OF GROUT COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Pile 1382 Date Placed: 4/27/2005 Technician: J. Kilderry Time Batched: 8:40AM Supplier: Rinker Time Sampled: 9:30 AM Delivery TickellTruck No.: 92263835 Slump (in) (ASTM C143): N/A Mix No. & Proportions: 1289966 Air Temp. (F): 72 Concrete Temp. (F) (ASTM C1 064): 76 Date Received in lab: 4/28/2005 . Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Prism Prism CompressivE Tvoe v"a , ...... "'1:1'" VI ':t>ab ~lueS. 'Area .. ~treTIgtn or No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 33 A 7 5/4/2005 11500 2x2 4.00 2880 Tvee 2 B 7 5/4/2005 12000 2x2 4.00 3000 Tvpe 2 C 28 5/25/2005 17750 2x2 4.00 4440 Tvpe 2 D 28 5/25/2005 18050 2x2 4.00 4510 Tvee 2 H Specifications: 4000 28 days I I REMARKS: X Prisms made by PSI Prisms made by Contractor X Prisms picked up by PSI Prisms picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561 FL Engineering Business 3684 Engineering GO Consulting GO Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Grade beam 5, foundation, col. Line A-12 Date Placed: 5/3/2005 Technician: J. Kilderry Time Batched: 1 :06 PM Supplier: Rinker Time Sampled: 1 :45 PM Delivery Ticket/Truck No.: 92283619 Slump (in) (ASTM C143): 4 Mix No. & Proportions: 1176299 Air Temp. (F): 80 Concrete Temp. (F) (ASTM C1064): 82 Date Received in lab: 5/4/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type Set Cylinder Age of Load Diameter Area Strenath of ,.. " \"''4' 110. \1-''''0' Drei:i~ 34 A 3 5/6/2005 60500 6.00 28.27 2140 1 B 7 5/10/2005 78000 6.00 28.27 2760 1 C 28 5/31/2005 105000 6.00 28.27 3710 1 D 28 5/31/2005 107000 6.00 28.27 3730 1 H Specifications: 3000 28 days ~ I REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications 10 gallons water added to concrete Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. ~~~'~-~-,---"~""'-~-"-----~------~,-,--"~~--"---,"'~"--~----,- ~._,,---,~------- Professional Service Industries, Inc. . 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560 . Fax 407/304-5561 FL Engineering Business 3684 Build On Engineering II Consulting II Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Foundation Plan "A" Stem Walls, Cell Fill, SW Corner Date Placed: 5/19/2005 Technician: K. Farrell Time Batched: 6:58 AM Supplier: Rinker Time Sampled: 7:34 AM Delivery Ticket/Truck No.: 92330312 Slump (in) (ASTM C143): 8.5 Mix No. & Proportions: 1162918 Air Temp. (F): 78 Concrete Temp. (F) (ASTM C1064): 86 Date Received in lab: 5/20/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type Set Cvlinder Aae of LO::ld Di::lmeter Are::l Strenath of 1'10; IU wayS) le::H ( lI;jsr~~~ . ~ (In) I sq;"m;) [PSI) <>. <:0" 40 A 7 5/26/2005 45000 3.65x3.60 13.14 3430 1 B 28 6/16/2005 C 28 6/16/2005 H Specifications: 3000 28 days I I REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. -~'-'-~~-"--,---,-,----~"-- --"'~---"~'---""-~"--'-'-'"---"'-"'~'-'----"'--~"-"~-""-""-~----,~~~~"'-,-,-""------"'''''----,--"-"--'''---- Professional Service Industries, Inc. . 1748 33rd Street. Orlando, FL 32839" Phone 407/304-5560. Fax 407/304-5561 FL Engineering Business 3684 Engineering · Consulting. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 lOCATION: Foundation Plan "C' Floor Slab, Approximate Column Line F.2-97 Date Placed: 5/20/2005 Technician: K. Farrell Time Batched: 7:37 AM Supplier: Rinker Time Sampled: 8:08 AM Delivery Ticket/Truck No.: 92335049 Slump (in) (ASTM C143): 7.0 Mix No. & Proportions: 1176299 Air Temp. (F): 82 Concrete Temp. (F) (ASTM C1064): 84 Date Received in lab: 5/21/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type Set Cylinder Age of load Diameter Area nf ---- \...."'/ '" ./ ....Tsq:lll., (PS1) !:SteaK 42 A 3 5/23/2005 56000 6.00 28.27 1980 1 B 7 5/27/2005 71500 6.00 28.27 2530 1 C' 28 6/17/2005 D 28 6/17/2005 H Specifications: 3000 28 days I I REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Water Added: 15 Gallons Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. ---_._~""'~--~,-"~----,--"-~""-~-,- ---~-~""~""""""-,,~-"-- -""'-"'~,-""'- ~._---,,~,.,,"-"'-- Professional Service Industries. Inc.' 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560' Fax 407/304-5561 FL Engineering Business 3684 Engineering.. Consulting.. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn; Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Foundation Plan "C. Floor Slab, Approximate Column Line T-5 to 92 Date Placed: 5/20/2005 Technician: K. Farrell Time Batched: 8;21 AM Supplier: Rinker Time Sampled: 8:50 AM Delivery TicketlTruck No.: 92335422 Slump (in) (ASTM C143): 6.75 Mix No. & Proportions: 1176299 Air Temp. (F): 82 Concrete Temp. (F) (ASTM C1064): 86 Date Received in lab: 5/21/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type Set Cylinder Age of Load Ar.... ~f \-~1~1 I "")l \'U"'J \lnJ \sq:"lh:r (PSI) Break 43 A 3 5/23/2005 44000 6.00 28.27 1560 2 B 7 5/27/2005 61000 6.00 28.27 2160 2 C. 28 6/17/2005 0 28 6/17/2005 H Specifications; 3000 28 days I I REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications 10 gallons water added to concrete Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries. Inc.. 1748 33rd Street. Orlando. FL 32839. Phone 407/304-5560. Fax 407/304-5561 FL Engineering Business 3684 . Build On Engineering" Consulting" Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Alln: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Foundation Plan 'C' Floor Slab, Approximate Column Line Q.7-79.2 Date Placed: 5/20/2005 Technician: K. F arreii Time Batched: 8:53 AM Supplier: Rinker Time Sampled: 9:27 AM Delivery TickelfTruck No.: 92335684 Slump (in) (ASTM C143): 6.75 Mix No. & Proportions: 1176299 Air Temp. (F): 82 Concrete Temp. (F) (ASTM C1064): 86 Date Received in lab: 5/21/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 44 A 3 5/23/2005 42500 6.00 28.27 1500 Type 1 B 7 5/27/2005 58500 6.00 28.27 2070* Type 2 C 28 6/17/2005 D 28 6/17/2005 H Specifications: 3000 28 days . - REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications *7-day compressive strength is less than 70% of design specifications 5 gallons water added to concrete Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561 FL Engineering Business 3684 Build On Engineering .. Consulting" Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Foundation Plan 'C' Floor Slab, Approximate Column Line K.5-66.5 Date Placed: 5/20/2005 Technician: K. Farrell Time Batched: 10:20 AM Supplier: Rinker Time Sampled: 10:45 AM Delivery TicketlTruck No.: 92336291 Slump (in) (ASTM C143): 6.75 Mix No. & Proportions: 1176299 Air Temp. (F): 84 Concrete Temp. (F) (ASTM C1064): 87 Date Received in lab: 5/21/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 45 A 3 5/23/2005 43500 6.00 28.27 1540 Tvpe 1 B 7 5/27/2005 56500 6.00 28.27 2000' Tvpe 1 C ')0 6/17/2005 ""u 0 28 6/17/2005 H Specifications: 3000 28 days . . REMARKS: X Cylinders made by PSI Cylinders made by Contractor -- X Cylinders picked up by PSI Cylinders picked up by Contractor Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications *7-day compressive strength is less than 70% of design specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.' 1748 33rd Street. Orlando. FL 32839' Phone 407/304-5560' Fax 407/304-5561 FL Engineering Business 3684 lii"S -, lnforrnntion ~..,. .10 Build On Engineering . Consulting. 'fbsting REPORT OF REINFORCED CONCRETE INSPECTION TESTED FOR; A1A Acquisition Group, LTD., LLP PROJECT: Residence Inn - Cape Canaveral. FL 3425 Atlantic Avenue REPORT NO: 2 Cocoa Beach, FL 32931 PROJECT NO: 761-50044 Altn: Roger Dobson DATE: 4122/2005 TECHNICIAN: S. Corrigan REINFORCING STEEL PLACEMENT STRUCTURAl ELEMENT ELEVATION: on grade X Foundation PLAN LOCATION: Section C, grade beams, lines E. F, G, H, J, L, 73 and n Wall Column ROOf Slab Stair Other CRITERIA UTILIZED AS INSPECTION REFERENCE: Structural Plans: Sheet(s}: 5102 Detail{s): 2, 6, 11 RFI: POG 5302 11 RFI: Dated: 3/23105 5213 RFI: CONDITIONS I CONSTRUCTIONS OBSERVED: No exceptions Deficiencies X Proper sizing X X Proper splice lengths & splice locations X X Proper chairing and concrete cover X X Proper securement of reinforcing X Proper layoui of post tensioning cables Proper drape of post tensioning tendons Proper sheathing and anchor reinforcing X Concrete strength verified X X Concrete consolidated during placement X Shoring per approved shop drawings Reshoring per approved shop drawings Other: DEFICIENCIES: REINSPECTION REQUIRED: No REMARKS: Preliminary inspection, pile # 1414 and 1469, out of alignment, request RFI's. NOTES: Contractor is responsible for scheduling any necessary reinspection after remedial work is performed. Tests may not be reproduced, except in full, without written permission from Professional Service Industries, Inc. Page 2 of 4 -_._-"---~--"---"'-"."'_._-'''"----''_. -"---'~"-_.. _..._._._---------_.._..._---------------._._--~._---- .. "---..------.-.".".- ---_._.~ Professional Service Industries, Inc. . 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560 . Fax 407/304-5561 FL Engineering Business 3684 Infornultion Build On Eng;neeriFfEf:'<51{fo'r;l!ONCRETE COMPRESSION TEST Tested For: AlA Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Grade beams, Section Clines E, F, G, H, J, L, 77 and 73 (sampled @ line H East elevator wall foundation) Date Placed: 4/22/2005 Technician: S. Corrigan Time Batched: 10:30 AM Supplier: Rinker Time Sampled: 11:15 AM Delivery TicketlTruck No.: 81453646 Slump (in) (ASTM C143): 5.5 Mix No. & Proportions: 1176299 Air Temp. (F): 79 Concrete Temp. (F) (ASTM C1064): 78 Date Received in lab: 4/23/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type Set Cylinder Age of Load Diameter Area Strength of No. 10 tDavs) Test . lin\ {c", in \ {ncon O~~~I# 2zr A 3 6.00 28.27 1860 Tvpe 2 B 7 4/29/2005 65000 6.00 28.27 2300 Tvpe 1 C 28 5/20/2005 98000 6.00 28.27 3470 Tvpe 1 D 28 5/20/2005 99500 6.00 28.27 3520 TvnA 1 H Specifications: 3000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. - -"--'~--'~-"""--"--~~~,-""'--""""'--,--~-""~"""'''''''''~_._---._--_..,,~ ""."" -'''~-,,~._.- - ""'''-,-,,-'''''--_._--~---- --.---...--,.--. -_.._-------,-,--,-,--- Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560 . Fax 407/304-5561 lnfonnation Build On /Engineering.. Consulting.. Testing REPORT OF GROUT COMPRESSION TEST lested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Pile 1305 Date Placed: 4/22/2005 Technician: J. Kilderry Time Batched: 6:52 AM Supplier: Rinker Time Sampled: 7:51 AM Delivery TicketlTruck No.: 92249802 Slump (in) (ASTM C143): N/A Mix No. & Proportions: N/A Air Temp. (F): 72 Concrete Temp. (F) (ASTM C1064): 76 Date Received in lab: 4/23/2005 Air Content (ASTM C 173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Prism Prism Compressive Type "'~. n_.. ^ .1< .. '"'u ^ r No. To (Days) Test (Ibs) (in) (sq. in.) (psi) Break 26 A 7 4/29/2005 11850 2x2 4.00 2960 Tvpe 1 B 7 4/29/2005 11450 2x2 4.00 2860 Tvpe 1 C 28 5/20/2005 20150 2x2 4.00 5040 Tvpe 1 0 28 5/20/2005 19800 2x2 4.00 4950 Tvpe 1 H Specifications: 4000 28 days IREMARKS: I X Prisms made by PSi Prisms made by Contractor X Prisms picked up by PSI Prisms picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. --"-"---~----"-""-~~----,-,-"--~-~ ~,..,--~,,-"'~-""'''' "'--""""""""-,-,,-~-,-,.,-,---,_._,,-,-,--,---_.--,,---"'-"'''' Professional Service Industries, Inc. . 1748 33rd Street. Orlando, FL 32839 . Phone 407/304.5560' Fax 407i304-5561 Information Build On Engineering.. Consulting.. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Grade beams, Section Clines E, F, G, H, J, L, 77 and 73 (sampled @ line 77 East elevator wall foundation) Date Placed: 4/22/2005 Technician: S. Corrigan Time Batched: 1 :22 PM Supplier: Rinker Time Sampled: 1:50 PM Delivery TicketlTruck No.: 81453675 Slump (in) (ASTM C143): 5.25 Mix No. & Proportions: 1176299 Air Temp. (F): 80 Concrete Temp. (F) (ASTM C1064): 81 Date Received in lab: 4/23/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type Set Cylinder Age of Load Diameter Area Strength of ('''1 25 A 3 4/25/2005 60000 6.00 28.27 2120 Tvpe 3 B 7 4/29/2005 80500 6.00 28.27 2850 Tvpe 1 C 28 5/20/2005 125000 6.00 28.27 4420 Tvpe 1 D 28 5/20/2005 123000 6.00 28.27 4350 Tvpe 1 H Specifications: 3000 28 days I i REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications 5 gallons water added to concrete Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. .~~-'-'----~~--~-~--"-~~,--,-"--"'---~-~~_~"'_~_,~ " "" _"_"___.,_,_,_,_",,,, _mmm'_'_'m'm_'_""__,__,_,_____,_,_~_,,_,.,_ __m_.____"..m_"""" Professional Service Industries, Inc.' 1748 33rd Street. Orlando. FL 32839' Phone 407/304-5560' Fax 407/304-5561 Information Build On /Engineering" Consulting" Testing REPORT OF GROUT COMPRESSION TEST Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Pile 1327 Date Placed: 4/21/2005 Technician: J. Kilderry lime Batched: 100 PM Supplier: Rinker lime Sampled: 2:12 PM Delivery TicketITruck No.: 92248041 Slump (in) (ASTM C143): N/A Mix No. & Proportions: N/A Air Temp. (F): 76 Concrete Temp. (F) (ASTM C1064): 80 Date Received in lab: 4/22/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Prism Prism CompressivE Type ~ -. No. ID (Days) Test (Ibs) (in) (sq. in.) (psi) Break 23 A 7 4/28/2005 14500 2x2 4.00 3630 Tvpe 1 B 7 4/28/2005 14200 2x2 4.00 3550 Tvpe 1 ,.... 28 5/19/2005 23750 ')'10"") 4.00 5940 Tvpe 2 '-' "-^"- D 28 5/19/2005 22950 2x2 4.00 5740 Tvpe 1 H Specifications: 4000 28 days REMARKS: X Prisms made by PSI Prisms made by Contractor X Prisms picked up by PSI Prisms picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560. Fax 407/304-5561 Information Build On Engineering" Consulting.. Testing REPORT OF GROUT COMPRESSION TEST Tested For: A1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Pile 1311 Date Placed: 4/20/2005 Technician: J. Ki!derry "Time Batched: 10:25 AM Supplier: Rinker "Time Sampled: 11: 10 AM Delivery TicketrTruck No.: 92242386 Slump (in) (ASTM C143): N/A Mix No. & Proportions: N/A Air Temp. (F): 76 Concrete Temp. (F) (ASTM C1 064): 80 Date Received in lab: 4/21/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Prism Prism Compressive Type ~ ~. No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 22 A 7 4/27/2005 12450 2x2 4.00 3110 Tvpe 1 B 7 4/27/2005 12325 2x2 4.00 3080 Tvpe 1 f" ')0 5/18/2005 17500 1""\,.0"'\ 4.00 4380 T voe 1 v .:.u L.XL. D 28 5/18/2005 18000 2x2 4.00 4500 Type 1 H Specifications: 4000 28 days REMARKS: X Prisms made by PSI Prisms made by Contractor X Prisms picked up by PSI Prisms picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. -'--~-~~,------~--,--,----~--"""""'-~""'-""'"-"-""--' ~" ~"'_~_"_"_'_'m_""''''_'_'''''''''''''.,___'''__,~,__ _'" ____'_''''moMO'''''_.'_m''''''.___,,_,_,_,_,___,_,__,_'''_,,__._ Professional Service Industries, Inc. . 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560 . Fax 407/304-5561 l"'!=t;lInformntion ~..,. .ToBuild On Engineering · Consulting · ~ REPORT OF REINFORCED CONCRETE INSPECTION TESTED FOR: A1A Acquisition Group, LTD., LLP PROJECT: Residence inn - Cape Canaveral, FL 3425 Atlantic Avenue REPORT NO; 2 Cocoa Beach, FL 32931 PROJECT NO: 761-50044 Attn: Roger Dobson DATE; 4/20/2005 TECHNICIAN; S. Corri9an REINFORCING STEEL PLACEMENT STRUCTURAL ELEMENT ELEVATION: -4' X Foundation PLAN LOCATION: elevator (east) foundation Wall Column Floor Slab Stair Other CRITERIA UTILIZED AS INSPECTION REFERENCE; Structural Plans: Sheet(s): S102 Deta1l(s): 2 and 9 RFI: POG #04152 S104 5 RFI: Dated: 3/23105 S213 1 RfI: S302, S203 11 CONDITIONS / CONSTRUCTIONS OBSERVED: No exceptions Deficiencies X X X Proper splice lengths & splice locations X X Proper chairing and concrete cover X X Proper securement of reinforcing X Proper layout of post tansiorling cables Proper drape of post tensioning tendons - Proper sheathing and anchor reinforcing X Concrete strength verified X X Concrete consolidated during placement X Shoring per approved shop drawings Reshoring per approved shop drawings - Other: DEFICIENCIES: REINSPECTION REQUIRED: No REMARKS: NOTES: Contractor is responsible for scheduling any necessary reinspection after remedial worn is performed. Tests may not be reproduced, except in full, without written permission from Professional Service Industries, Inc. Page 1 of4 _._"__M..__....__.._.~_ ~w__._ ~ _ _.~__________.____,.__._~_._.."___." . ___.__._ _.._~_.._ ~_ __._"__._~____ Professional Service Industries, inc. 0 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561 FL Engineering Business 3684 Information Build On Engineering. Consulting. Testing REPORT OF CONCRETE COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: East elevator foundation Date Placed: 4/20/2005 Technician: S. Corrigan Time Batched: 1 :32 PM Supplier: Rinker Time Sampled: 1 :55 PM Delivery Tickel/Truck No.: 81453495 Slump (in) (ASTM C143): 5.5 Mix No. & Proportions: 1176299 Air Temp. (F): 83 Concrete Temp. (F) (ASTM C1064): 79 Date Received in lab: 4/21/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Cylinder Cylinder Compressive Type Set Cylinder Age of Load Diameter Area Strength of \'''/ ,....,...". '/ \1"''''/ D'"'''''' 21 A 3 4/23/2005 50000 6.00 28.27 1770 Type 1 B 7 4/27/2005 62000 6.00 28.27 2190 Type 1 C 28 5/18/2005 100500 6.00 28.27 3560 Type 2 0 28 5/18/2005 102000 6.00 28.27 3610 Type 2 H Specifications: 3000 28 days REMARKS: X Cylinders made by PSI Cylinders made by Contractor X Cylinders picked up by PSI Cylinders picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. ~-'-~"~-~--~--"'-~'~-",-",-__"",_,_""_,_~""__,.""_,,,,,,,_,___e,_,_",__,_,__"_"~,,,,,,,,,,,,,,,,,,,,_,,,,_.,,,,_,_,_,_,,_,_,,~,,_,,,,,,,,"_"'___.,_.,"',,,.."'''''''"'_,____. Professional Service Industries, Inc.. 1748 33rd Street. Orlando, FL 32839 . Phone 407/304-5560. Fax 407/304-5561 04/25./20;]5 11: 57 .32143381"71 P'31 PAGC:~ ;31 u.-l. (ps.l bl(onnation ------ -~--- .--~..-._- .-.--,--'-'--'-'---- .- _._._~--'''''- Ij!.QJ. .To Build On EnfIInMl>I"Ing " CMIIWtflng · ~ FAX COVER PAGE \-!'DDRESSfJELEPHONEL__ _ FAX njLEf~"'UM~ ~ -----,-. -y - i COCOAOFFJCE (321)433-0171 I Z845 \\-'EST KlNG S , .' (44.17) 304-SMl \ ! SUITE 106 ORLANooomCE FAX . 5560 I COCOA, FL 31m j ORLANDO omCE TELEPHONE ~4G7j.:'" J I (321) 43.l-008J_---~,.~~---- l~._ ------~- ~.-~------- DATE: 04/18/95 TIME; 3:00 A.1\f m ----------~--- -,~--~~~ TOTAL NlJMBER OF PAGES ____~__ INCLUDING COVER PAGE TO: NAME: Mr. 'a.1 Ha~ -~_..~_._.----,...,~~----..-----........ ,_.......-.....~,-_..........~.... ....IRM : .. Cit.!_.?-f C.1)e ~anavend __ ~- CITY : .- 32!~~t241_ .~'...~---'---~-----------......---._.._-- FAX NUMBER~ .....--,._.~'- --------.-- ...--.--.- - - -...-.------~--~---- FROM: NAME: _8.tcv't Col'!!P-~~__~_~ OPERATOR: ,--_.~-~,--_.------ IRe, ResideDce Ion, Cape~CaDaveral Weekly Summary Tesd.g and I r:ns~~s.~... ~~~~.~~16-05_~ --~---=--i I - l -,,- ------ ~ ~-------------------------- '- ~ t_.__.____~ _______~_____.___.____~ PSI HAS OVER lS00Ff'ICES NATIONWIDE . CONSTRUOWNrUTlNC AND Ql! llln- C(m-ntOl .. ROOF .\eND U VJ;l\UNT CONSVL T11'iG " f>>tDi(:A TI:D PllOJl:CT TEsn".c.; A,~D msn:cnON '. GtOn:OINICAL ENGINEERING .. E.NVlRONiI,{i:NTAL A!\I'D A--~i::ST{)s MANACEMENT .. ANAI.YllC.u. SERYICU . NONDI:STRlJCnVE J;XA.MlNA TION .4.-"<D l'I;STING .. MA TDUALS TESTIN(; AND CF-R-rlJllc.4. TiON .. fllAl~tNG PROGRAMS -'_._' --- ,.,...,.....,.....,.~~_._--- Profesa~\Jna; Ss~\[jce induatnes, li1:C. it; 17 48 33fC: Street" 8rlando, {:;L 32839 It PtlCn'J "KJ7/3CH,~5560. Fax 407/30'+.-5561 04/25,/2DD5 l' ,C', 32143381 n ....l. _I,' peT -..- ---,--, _'.L PAGE [12 lPs-;llnflJnnation ...,---.-_.,.....-~,_._._--"._--_.__.._.-.__.__._..._..-.--.---.-..'.---,--------.."--- ~"1I .Tb Build On _,,'nMl'lne . CoII..um. .. lHfing W~Jy Summary for Testing and Inspedioo Services through 04/13105 Prqjoct: F.esidence Inn PSl Projoot # 761..50044 CootTact<iI': Welbrv Pile Coo~: f'Uder Site Ccmtactor: VA Paving C~te J '-~---.::' De,~' tion . Remarks I 04f1S:05 118" Diame'ler, 80 fl: Piles Installed (14) #'5 Pile # 1235 Re-Dri1led, pump h~ clog. Pil~ ~ ~ '2'6,1243, 1144. 132". 1268, 1236, :233. 1137. ' were installed pet project criteria. 1235,12415,1.:'57.1245,1251. 1247. Samples cast _ for ?S!nE!~~!~~~~' _~ Ttk#'s 2154 &. # 18508 rejected due to 90 min 04~19~05 18" Dwne'tel', 80 ft Piles Installed (4) #'s 1250. I 1246, 1252, 1259 SrorID Sewer backfill densities. tim,e limit Approx, 13 yds. Piles we;einstaUed l I ",.._"" impect..", of .I"""'" ond ...... """" ! pel project mreria. In-place densities between reinforcing ste<:t SO- :# 2 & 4\ 11 and 00twet'lll # 2 & t 2 met project I ~i<J.ii5lw"""'-, 80 ft l'iI,. "',t.Il"" (IS) ." 12", dmsi:t;r ,!"AjUirWldlt Tru.:;k #' s 22695 & 8430 rejeCted ~ to 90 min I ! 1264,1299,1300,1311,1309,1265,1317,1:315, f.ime limit. Apprroc. 5 yds. Piles wac IlJ.sUlHed . I B 1312,1310,1308,1301, 1316,1314, U22 &: per project. criteria. ReinfOrcing steel fur 1319. S/IU'Itples cast fur compre:!>-<dve strength tests. elevator fuundation complied with project Reinforcing Steel Inspectjon East elevator criteria, 1 Set of concrete cylinders repre8Cnting f(lUY\dation. above foundation. In-place Density Ttsts Concrete Testing east eleVilltoc fOundation between Sanitary Manholes 1 &:1 and Manholes i In-Place Dwsities on Sanitary & Storm Sewer 2 &. 3 (IS well as storm sewer Strud:ures 2 & 3, 2 , oiect dens!. - 04~2!-OS 1 Trk ! 1318, 13:(), 13~3, iJ21, 1323, 1325, 130~, 1336, tirnelimil~ppr(i".5yd$. PHeW,. 1302,1321, I 1306, 13:,1, B19, 1324, 1327, \337, 133:>. 1333 &; 1325 re-dnUed due to hose and auger clogiL I 11307 Samples cast fur !;OlIIpressive strengthiests. Piles were insmHed pet project crit~ia. Pn:'lliminary Reinf"Tcing Stool Inspecti<m Grade In.pla<:~ density tests between sWnJl str"Jctures 3 . I Beams and east elevato( !Oundatioo walls. & 4, I5 84 16 and 3 &. 5 OlL1 project density I In. Place Densities 00 Storm St'\iW:r Backfill l'flClulreroe!1t. l'o:;:;.:2.{J5 II,,' Di;;;;;;;:iio ft I'i"" 1_"<<1 (0) ", nos'. .. Pil'; -, in"'""" l'" proj'" erit,,;';. ""'100 l I m s. 1330, 1lJ2, mu 133.. Somp!.. "'" iN I" A" oompl.... In'l"""'" Sl<d C.... ond I comprC'SSlve strmgth tests. In-place denSity testing Center Bars fur Section '""-at>, 1 . ' storm sewer. Reinforcing Steelln~1:iQn grade . Reintorcing Steel Inspection on Grade beams I I """?' S.,t;oo "C" ... .... ele.- wolL Coo'- Se<tion "C.. lin.. E. F, G, Iq L, 73 & 77 000 Testmg grade beams and elevator ...alL east elevator walls complied with project 1 criteria, 2 sets of concrete cylinders cast i L -ling ,"",ve gnde bow. ood <lev",,,, I walls. Jn~place density tests on storm 5CWet' l I backfill ,between ,Structu!es 12 & lJ, 13 & 14 , __~_ __" .' met pro~1 <knSIQ' r~UtremeDt. .__J ~-.-.~ ---- -------~ ------- -----~ ----_. ....----.-.-.-- Pn)f~f;,i()c\8j ~;er\'ice !ndU,3hie'E.. 11(; 1748 33(u 8{{~et. Cr!ardct, FL 3~83;:-;~ne 407~;i4-55;~:-~'_~':~~';/S04-5.S61 105 Polk Ave. Cape Canaveral. FL 32920 (321) 868-1222 (321) 868-1247 (fax) Fax To: PSI: Steve Corrigan From: Bob Haley Fax: 321-433-0171 Pages: One Phone: 321-433-0083 Date: April 26, 2005 Re: Name correction cc: X Review o Please Comment 0 Urgent o Please Reply o Please Recycle Please correct my name in your files from Paul Haley to Bob Haley. tl4/1E:/20iJ5 13:57 3214330171 P~;l PAGE D1 Ips q lrif'orrnation -----,"'.._-_._>,,~...,,""-~--"'_...,------......_---"-,~-'-~_._-"" ',.".---"--- I::!! · .To Build On "1tIfII~ .. CoI'IMIItIng .. DIal.. FAX COVER PAGE r A!>DRESs[JELEPHONE L- FAX lTELEPHONE NUMBERS -l 284$ WEST KING 81' I SUITE 106 ! COCOA OFFICE (321) 433..0111 ORLANDO OFFICE Y AX (487) -. I L COCOA, FI~ 32'26 j ORLA.NDo OFFICE TELEPHOk"E (401}-J04-5569 --J;!ill 433-t08J .----L-__ ~ .,~'---~-.,~-...;'~"--_._----"'----............,..,...,....,.... DATE: 04118105 TIME: 3:00 AMfM ,-",._"--~........--..._~--- ~_.'- TOTAL NUMBER OF PAGES 2 INCLUDING COVER PAGE ........-................-........;.. 1'0: NAME: Mr. P*!ll R~__._ F1RM: _City of Cape CaDave...~.~_____-=-"--=-~ CITY : FAX NUMBER: "'~-"---~'-"-'i .. _:I!!.:868-1241 '~'---"~---""'-~_.--..............-= --'-......--~..............'"---..,...",...,.-.........,....~--". ---,-- FROM: NAME: _~tne Corripn ~--~~'.,.- - OPERA TOR: "'~""'"--- p~e:Reside;e. Inn, Cape Canaveral W.e1dY Summary Tostin!: aDd ~ r'l!..tiOD~Mfi:' tbro:g" tl<!-16-1!5__ __=__=__.__~ f----------- ---i l~=~==_~=---~-=~--=-=__=---- -j PSI aAS OVi'.R 150 omCES NATIONWIDE . CONS'J:!UiCtlON l1:511'ING A."ID QlJAUTY CONTROL . ROOF AND 1'1\ v:tMtN'f COMSl.JL'fI1'iG . IWDIC4. TEl) I"IU)JEC.,. n:sTlNG AM) tNSJ>EC'I10N . GE()'ff;CH!'>/JCA1. ENGINEERING .. ii:NViJ(ONMEl'trAl A,"{j) .4.SBESroS 11U.NAGEM~;N1' .. ANAL ytK~AL S.f.kVICES .. NONDES"iRtiCnVE EXAMINATION AND TESTING . MA.:rnaUs TESTING AND n:1tnFICA TION . ""lllAJl'\;~G f'kOCaAMS -- '~"~-.""""""''''''.-'..""...,'.,., "", ..,._.w..,....'.'.".,.,..______~,.~____. ..- --- Professlona! Servos Indust""s, inc.' 174," .'>:3r::! St'ee" O<lanuo, Fl ~,'~(l:j!')' Pr'<:Hle 407!,"3cJ4'55eo. Fax 407/304-5561 peT PA(3E Ice) D4/1 :)fEiS 13' ::;7 3214:::3[:11'1 '-'.1- _l~ Lft;S;/lnfonnation --_..._-- "'---'---~-"""-~--'--~"---_,_-,--,-",._.,, _._.~,.~ _______.'_.,._._.'m__..._. 1:!'li;I111 ' , - . ' .ToBudd On linglMerlng · ComMItting ~ 'THtJ1IfI Weekly Santmary for Testirrg Mid Jtl'>pectloo &ervioos throogh 1U/16i05 Project: Residence bm PSI P~t if 761.50044 Ci)'nI:ra.cl:O!'; We.!bro Pile CootnM."lor: Puder Site Coota(,tor: VA l'uvmg --&~~~05 ~'18;D1am~~ 80'~~~~~aa~~ #~~~~7;,r East W~~-~~;l~t~les were ~ 1372, 1370, 1368. Slimples ca'>l for compressive int;~anl'ld per prC{ilO'ti: c.:riteria. I stY~ toots. -1 04-lf'os"- 18" Dian;ei;: 8oli-Piles hlSmlled (8) #'L~ 1295, Piles w~e instaj!;tp;:'p..~- I 1296, 1297, 1298 1293, 1288, "92. Som.'" I'd'''''' . J ca,..t fur C{)tlip~~!!!_!.ltrm8~!U_~.!~",___.~_ ...._..__.__._~____ 1 S" Diameter, 80 it I'iles.l:m;:talled (17) if's . Center Bat Replaced on Pile # 1291 ! 1289, 1287, '.290,1291,1286. (2.85, 1284, I because fint barlnstalloo was bent t 1283, 1282, .1281, 1230, 1279, 1278, 1221, out ohligrlIuent. Piles were 1128, 1229, 1231. Sarnpl~ cast fur I instal1~ per project criteri~ In..place oompressive stmlgth terts. I DelJ$ity Tests did ~ot nle<< mmi,'uum 1!l-Plac,:J~.Siities {122ani~ Sewer ~!!~fiU,. density flKluir~ent (9~~L__ 04. IS" DilWetet, 80 f~ Piles Installed (11) #'s I Trucks #'s 2088, 18508, 12.340 1271. .1273, 1215. 1217, 1200, 1140, 1262, rej<lCtoo with pmialloai.J.s approx. 1254, J242, 1274, 1276, 1269, 1253, 1261, 15 to 25 yds each. Piles were , t~t~ I nl'place densities OWl' sanitary I In,PI..., n.,..rt;" on Son't"" Sew" !lad<fill ..,,"" H.e< mot minIm... 9'" ir}duding fe-tests from 4Il3l05. ;'osts were performed at (}t l' and t -h ~i:;;/:"=::"MonhO'''~ 04-15:05 18" Di<lli.71~, 80 iPi/;-iii:1aUed (l7) #'s TITliCk # 211)5 rejected due to~90 win I J267. i~70. 1255, 1263, 1249. 1232, 1237, time limit approx. 4 yds. Piles were 11234 lmt""", ... pro;'" on""" I Inspected Steel Cages and Center t Bars ._.__.._J__._.___,__.___~ j _' . --~"-,.....,.--.--,-_.-.-_.-- '--..-...-----'--'--'-"-,,~....,,._...____o________,__,_.. ..,._.______"~_.____.._______.__,,__ "'-~'--" Pfofessj;)na~ S{1'"V'C;-3 !nd~j81riee. .. )"748 33!:J SLtSet., ~)ri.:.trHj(>, Fl 32839. Phone 4t)i!304'556G" Fax 407/::iC..i~5,56~ DEl: 31 3n PSI OlXX)A orner (321.) 43~171 StJITE 106 ORLANDO OFFICI!; FAX (<<17) J04..5Ml COCOA,:FL 32916 ORLANDO om(~ TELEPHONE (407}-304-~ O4IeSlO5 TIME: __~~~__ ~ PM ------.----.-'----------......,. TOTAL NUMBER. OF PAGES Z INCLUDING COVER PAGE TO: NAME: Mr. Paul H~___~_ --~-..._--,.~- ItIRl\t ~ _~~r ofOlpe CamaveBl__ CITY: ..............----._--~ -------., - FAX NUMBER: 321~11<V__~~_~____ ......~-,-~----~_.,~---"~ I<"ROM: NAME; _~~e CoJ"ripD -,-,-----...~_._---..---.-- OPER.-\. TOR: ,- ~~~_.,-_._- --~~ r---.---- . -~~-----~.~-,..-.- . --~--~-..----; I RE: Please find attached a Weekly Sumumry for the Residence Inn Cape Canaveral. ! ! Report.s tor tile tests piles and pile load test will be sent to you ASAP. Please give me a I i c~L~~_~ist me in~tt~you~:.!~_d~rih'!tion list. My cep is 407-466..1417 . . Thank You J t Steve COA . ;---~----.._------,._._---_._-"-,....--------~----~..~ I I r-- ------------1 l-~-- ------. ----j j , 1 ' ! j L____._____~_-.-____~____.__,,____.___~~,_~_____._J PSI HAS O\'ER ISO OFFICES NA nONWm:E " CONSTall(:TIOO ttSTl1"iG AND QI.iAUT\' ('ONTRO.. .. 1(0011 AND PA"'1:MI:NT CONSlli.."fi7'jG " MDICA TED l"Ron:c.... TESTING A.NO (N1'in;('TJON .. GEOTECHN.(:Al. !NGlNEEIUJ'o!G .. ENVIRONMENTAL A.c'ID ASBI:STOS MAl'tAGEMK"il' .. AN,\l,vnc-.L Sdt\.'1CiS " NONDi:SnU)CTI\'E iXA,,\UNATION ANi) TES1'lNC .. MA "N:RiALS tESTING Al'il) C:tJll1Fl(;1\ noN _._--_.'_._'".,',..,"-.,....-.~~--_..._.~---_...~-- -_._----_... ,....---- Prctes&iof"!1f S(!tvicJ~ !ndustr~e&, . 174$ 3~1rd Sir"..!. O.ia.....dc. FL 32839. Phone A07i3f)i15560' Fax 4071304-5561 43301 p:::r msO lnfonnation--- ~ 1II,Ii) Buiki On .~nll.rin9 'If Consumne ~ ~ne 04101/05 Pro~: Inn Cootnl.ct{)'f"' Welbro Pile Coon-acwr: PUG.."!" f~~;-l ~~ '-. -:~. ft~. .~~~~ (or.:, '''3. -Fn:~~~.. ~t~,;:ft<< l , . 1416, I~, 1439,1492.1484. Samples cal~ttOr I placement of grout, Crane ~e i I I COI!ipr~Srv~ 9ttength [~, ! ~b!e due to sarnntted SQIi . I I I i cf.>nd,t!MS and was unable to place i .. I teinfOl'cing steeL Large planks were ! i I ! brought in and hole was fe-drilled and I I! i grouted pel" proji!lcl criteria. Truck # i I I 1074 ~t beck beca~ of9<J roi.n, I I ... . .! .. . ..... ... ~tllnellDut~ox. 3vds. ; rO}:.2S:{)s---rI8" Dimn.)ter" so ~-Pljes lnstari~ f4)-#~43iS, l--'--~' . . . ~~_.~--~ I ..l J415, 14~& 140" Samples lufur ! Plies were m$1aUed per pro~ cntma I ~ 03.28":05 --I ~;:'~:~~g~~\~~lstllHed-iO)~s-1452T ~. 1 I I 1437, 149!. 1483. 1474, 1463,1451~ 1490,1482 ! Piles were installed project criteria I I I &; 1413. Samples cast 1O.r cOO1pressnre strength i per ! I OJ::29~~5~t ~~$l>iaiilei<<. Sera Piles1n~l~) #'$ 1462, ! Pi):~# 1486 had to':;. re-dril~ due to -~ i I ,~. ," : ,~, 'i .m'ectcriteria I l_____:-,______--~.~~esslve. ~.-!~c:_.- --,-.-l-. P -~-- -. ------.=:l! I ll;klO.05 jI8:' Diametet, ~(J ~ Piles lnsmlled. (i6) #'s 1448, i I ! 1471, J419. 14/8, 1485, 1477, 1470,1458, ! , , "'1%0 14"7 JA".... 1453 L'<5 1""] 1"'" ! nJl,""u""'",..~~~""''''-....,....nl......r-:t-.;''' 1 I ''''''', "" '''~.,! "''''' .'....., .....u. i ,,11<'''3 .................,.,"",,""1'... .......,....... ..,......... I I 1468, Samples cast fur compressive sirength i i r'03~3) -05 i{~Srnmeier, gO 'il Piles. JnStallO:J (10). #'s--'-t:iJe # 1456 Re-ddlled due to pwnp --1 I I !456, 1446, 1454, 1443,1433, 1429,1444, i breakdown. Truck # 1214reje<1eddue ! Ii I ! 447, 1434 SI; 1456, Samples caS{ for I to large aggregate in mix. P1.lrtial i I ,~(!mpressi~-e str~1:h tests Loads fur trucks # 1177 & li4 J sem I -k I back due to 90 mm. time limit. r--04-01.05 - ! Pi~kedup sample from 03/31/05, hispeaed-----pn-8ccordance with project .., L_,___.____~<<J~~es and ~~ter Ba:n,~ _ j specific!!!oos ~J ~--__._~_,.__ ____....~_...,'_,'___.".__.h..__~.____"______ ..._......'*____..~._.,.,______ P'ofe,,:;.bnai ServiciC ~ndu$:ri.ss. !nc " ~ 748 33:((:,/ Street. .. OdB'1QO. FL 328~3g .. Phone 407i3Q4..5F)60 r r=a:;! 407:;J(}4-5561 Engineering.. Consulting.. Testing REPORT OF GROUT COMPRESSION TEST rested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atianiic Avenue Cocoa Beach. FL 32931 Project No: 761-50044 LOCATION: Pile 1280 D ate Placed: 4/13/2005 Technician: J. Kilderry Time Batched: 11 :23 AM Supplier: Tarmac Time Sampled: 12:45 PM Delivery TicketlTruck No.: 92219600 Slump (in) (ASTM C143): N/A Mix No. & Proportions: N/A Air Temp (F): 80 Concrete Temp. (F) (ASTM C1 064): 85 D ale Received in lab: 4/14/2005 Air Contenl~ASTM C 173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Prism Pri<:rn f', T""ft J-\ge =' OJ L.oad Sloes Area Strength of ~~, , . ...... No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 17 A 7 4/20/2005 15850 2x2 4.00 3960 Type 1 B 7 4/20/2005 15450 2x2 4.00 3860 Tvpe 1 C 28 5/11/2005 23600 2x2 4.00 5900 Type 1 D 28 5/11/2005 22450 2x2 4.00 5610 Type 1 H Specifications: 4000 28 days REMARKS: X Prisms made by PSI Prisms made by Contractor X Prisms picked up by PSI Prisms picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications 10 gallons water added to concrete Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839' Phone 407/304-5560' Fax 407/304-5561 FL Engineering Business 3684 Engineering" Consulting.. Testing REPORT OF GROUT COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Attn: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Pile 1162 Date Placed: 4i14i2005 Technician: J. Kilderry Time Batched: 11:23 AM Supplier: Tarmac Time Sampled: 12:45 PM Delivery TicketiTruck No.: 92219600 Slump (in) (ASTM C143): N/A Mix No. & Proportions: N/A Air Temp. (F): 80 Concrete Temp. (F) (ASTM C1 064): 85 Date Received in lab: 4/15/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Prism Prism CompressivE Tvoe . ..-... ""~'" VI ...vc:.... """'''''' Jo\rea ;:nTengm OT No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 18 A 7 4/21/2005 15550 2x2 4.00 3890 Tvee 1 B 7 4/21/2005 15200 2x2 4.00 3800 Tvpe 1 C 28 5/12/2005 27550 2x2 4.00 6890 Tvee 1 0 28 5/12/2005 26150 2x2 4.00 6540 Tvee 1 H Specifications: 4000 28 days REMARKS: X Prisms made by PSI Prisms made by Contractor X Prisms picked up by PSI Prisms picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications 10 gallons water added to concrete Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries. Inc.' 1748 33rd Street. Orlando. FL 32839 . Phone 407/304-5560 . Fax 407/304-5561 FL Engineering Business 3684 Engineering" Consulting.. Testing REPORT OF GROUT COMPRESSION TEST lested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Alln: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Pile 1249 Date Placed: 4i15/2005 Technician: J. Kilderry Time Batched: 9:24 AM Supplier: Tarmac Time Sampled: 10:05 AM Delivery TickellTruck No.: 92227682 Slump (in) (ASTM C143): N/A Mix No. & Proportions: N/A Air Temp. (F): 64 Concrete Temp. (F) (ASTM C1064): 72 Date Received in lab: 4/16/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Prism Prism ComoressivE Tvne .;)Iues Area ;,tNngm ~' ~ or "''''. . . ...... J-\ ;I'" UI Luau No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 19 A 7 4/22/2005 14150 2x2 4.00 3540 Tvoe 1 B 7 4/22/2005 14000 2x2 4.00 3500 Tvpe 1 C 28 5/13/2005 22500 2x2 4.00 5630 Tvoe 1 0 28 5/13/2005 22150 2x2 4.00 5540 Tvoe 1 H Specifications: 4000 28 days REMARKS: X Prisms made by PSI Prisms made by Contractor X Prisms picked up by PSI Prisms picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries, Inc.' 1748 33rd Street. Orlando. FL 32839' Phone 407/304-5560' Fax 407/304-5561 FL Engineering Business 3684 Build On Engineering . Consulting. Testing REPORT OF GROUT COMPRESSION TEST Tested For: A 1A Acquisition Group LTD., LLP Project: RESIDENCE INN Alln: Roger Dobson CAPE CANAVERAL, FL 3425 Atlantic Avenue Cocoa Beach, FL 32931 Project No: 761-50044 LOCATION: Pile 1248 Dale Placed: 4/18/2005 Technician: J. Kilderry Time Batched: 11:00 AM Supplier: Tarmac Time Sampled: 12:12 PM Delivery Ticket/Truck No.: 92233810 Slump (in) (ASTM C143): N/A Mix No. & Proportions: N/A Air Temp. (F): 70 Concrete Temp. (F) (ASTM C1064): 82 Date Received in lab: 4/19/2005 Air Content (ASTM C173/C231): N/A COMPRESSIVE TEST RESULTS Test Date Total Prism Prism Compressive Tvoe ;:)Iues I-\f ea~~ ~. ;;:Ufengm '.='.'."~' - OT ....."', r """' ""\:I'" v, Luau No. 10 (Days) Test (Ibs) (in) (sq. in.) (psi) Break 20 A 7 4/25/2005 12400 2x2 4.00 3100 Tvee 1 B 7 4/25/2005 12300 2x2 4.00 3080 Tyee 1 C 28 5/16/2005 23650 2x2 4.00 5910 Tvee 1 D 28 5/16/2005 23750 2x2 4.00 5940 Tvee 1 H Specifications: 4000 28 days REMARKS: X Prisms made by PSI Prisms made by Contractor X Prisms picked up by PSI Prisms picked up by Contractor X Test Results Comply with Test Results do not Comply with applicable specifications applicable specifications Concrete sampled in accordance with ASTM C172 and ASTM C31. Compressive Strength tests performed in accordance with ASTM C39. Respectfully Submitted Professional Service Industries, Inc. Professional Service Industries. Inc.. 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560. Fax 407/304-5561 FL Engineering Business 3684 11 ^ l0 (()COA OFFICI; 43.3..0111 OJ.: LANI)() f"AJ( 304-55'1 OlU,AlN,X~ OF:I'1CF~ '[i:'.LEP'HONE AMfM P AC,;ES 2 COVER PAGE --,-,-,,,-~,,,"'''''~ ~_,_----"""-~-~,~--_,_'---'-~-"'.,-,.......,-,,,.,,.~",,._~_.._~."~,,-,,,,,,,"---_.,,....,,..,-,,-..,...~"-~_._.,._._.._~,,..,,..,.~--.-~ OPERATOR: .~--"""...._-~","----""_.._~.._,,,~.,,-"-,~......,,..----._,-,_.~,,_.~_.......~,..,~_._---.-....._---"-'- Rt~= Wedd:r Sum mary of PUe PSl HAS O\'ER l"*J 0>>'1(;[8 NihTfOJ\l1.VJDE . O)l'lSnUJC'fHJN n;Sl~G .\i"JlIQl,tLITY CONl'RQL 000" ,,^"lP tA H:l'IU:NY OJ^N5t1lTfNG k lU:IJwtA l1!:ib "nclIEcr TRL1;;n.\,{; A:"'I~ m!il"i:nrlfJ".' & Gl/.,~J'I~,(;~7'iICia.l.. ~.NGilN"r.ERlN(j . EN'.lii()NM~2lf.M, AN)) A."'M;!lSTotI MIL".l~M\~N'r . A."lALYrlCU. &tRVK:it~~ . NQNf):t-"rUl'CnV1-:t);;:A~rn,'\ nOI{ AND 'r":S'n~~/[, . M.~n:JlIAU" HSl!W(:"';"ID n'1tflFfCl\ 'nON UiA1N il' I; f'kOGklLl\1S _"_'_""'__~"'.'_"__._H'"^.,..,._~.,.,.,~ ._..,_...~,.__..~.".,.,-~....,_.,.._._--- :ndudtria:;, 'I: T48 ,~,3fti SW?f::'. ':';100, FL 3.:~.e291 f-~riOrle 4(Ji<sJ:.;',:~::i:;6C!i FB.Y: 407...~j04~;:;;!~i6j 1 ' 1 71 p=:::-:r . CMIJUNing '" ~ Summlil'V 04/09J05 Re:;idaice Inn Cont1,~ctat: Welbn, PH", Ck?!l!ractor: Puder I &0 1445, 1430, 142"1, 1423, 1410, 1419, 1413,1414" 1432,14:> . ~1 fur compressive rlrtengtb tests #u !lpptox. 3yds remaining due to 90 mil1 time limit. Pile were instillled per pro~"t te'l>1'1 . ~. cri~eri~ -'-fi;sU;l]e~:f(T7) #,~'-'----rpile-#'s-i409 arniTf.CJ9 Re-dril1~ 409,1408, J4117, i.tOtS, 1405. 1403, due to pump ixeakd('iI'!>11. Trk # 2088 1397. 1401, ; 40ft rejected due to ",W'egate i.n ;94, 13";18 llnd 'H15 mii{ 8yds, PUes wen: installed per .. ~...,--_.,_..,~~~,~~::~;. ~:'~~~S:f:~~--~' - :-~;:;-'~~,:'; r~' -5 ~';~:!-"'~-;~~i~~n~t~ ~ L~~J;;~~; ~: - r~ (~~;~~~~,;c-~ ~;~~:-~ ~~ ~":~;~~~;.5"7'~\ ' -".. ....._~--- Engineering eo Consulting eo Testing . March 16, 2005 Mr. Todd Morley City of Cape Canaveral Building Department 105 Polk Avenue Cape Canaveral, Florida 32920 RE: Special Inspection Services Professional Service Industries, Inc. (PSI) has been retained by the project's owner to .=~.......~.' ~~~ii~:~t~~~~~~~~ 1:~IP:~~~;I~~~e~~~~ ~~:~~~~~~f~~;~~:~~I~fi~ti~~~~"..~.,," ." ... ~." .. ." .... ~ ....."~" project. PSI proposes to provide the services of J. Rod Fruland (Special Inspector No. 85) as threshold inspector for the project and Matt Odom (ICe certified building inspector) as a threshold inspector's representative. Photocopies of Mr. Fruland's Iiscense and recent renewal status are attached. We look forward to serving the eity of Cape Canaveral on this project. Should you have any questions or require additional information please do not hesitate to contact this office. Sincerely, Professional Service Industries, Inc. ~~ 1f:tf- oS Rod Fruland, P. E. R. Lance Reaves Special Inspector Department Manager Professional Service Industries, Inc.' 1748 33rd Street. Orlando, FL 32839 . Phone 407/304"5560 . Fax 407/304"5561 FL Engineering Business 3684 I t ) r I I I I I [ ! I' I ~tatc If Jtflnriua !' R ~oaro ofJIr ,~~s1on~J~nginecrs ,,/! '. .....:.... "".', aut land, PE ~ d {}!J ~ /~.. I"~: C(iA~ftg/, .; 7./, /J/!dN~h 91all"ftgJ. . "j dC(W,M . (hi ('/ (A J'~~#"(;Jla.. . /;J~ EXPIRATION: FEB 28, 2005 AUDIT NO.: 0305- 0 1 7765 P.E. NUMBER: 27667 SI NO: 0085 DISPLAY REQUIRED BY LAW , f'!~;llnfonnation tt:..,. ~7b Build On Engineering .. Consulting .. n.sting REPORT OF IN-PLACE DENSITY TESTS TESTED FOR: A1AAcqulsition Group, LTD., LLP DATE: 3/25/05 3425 Atlantic Avenue REPORT NO: 1 Cocoa Beach, FL 32931 PROJECT NO: 761-50044 Attn: Roger Dobson PROJECT: FL TECHNICIAN: M. Odom J i MAXIMUM IN-PLACE ELEV. OPTIMUM LAB DRY DRY COMPACTION OF DATE MOISTURE DENSITY MOISTURE DENSITY COMPACTION REQUIREMENT TEST (2005) LOCATION (%) (PCF) (%) (PCF) (%) (%) (ft) NATURAL GROUND MATERIAl I I Refeience: 0 = top of existina subarade ! 3/16 Approx. K-77 13.3 114.2 18.2 106.6 93.3. 95 0-1 I 3/16 Aoorox. 8-84 13.5 107.6 I 26.7 98.6 91.6* 95 0-1 " =- -"'=- -=- -=-= THESE TEST RESUL TS APPL Y ONL Y TO THE SPECIFIC LOCATIONS NOTED AND MAY NOT REPRESENT ANY OTHER LOCATIONS OR ELEVA TIONS. REPORTS MA Y NOT BE REPRODUCED, EXCEPT IN FULL. WITHOUT WRiTTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INe. NOTES: Proctor Method: _Standard ---1LModified DENSITY TEST METHOD:-X-Drive Sleeve .lLNuclear Gauge . Results do not meet project's requirement TESTS PERFORMED PER ASTM 02922-96 & ASTM 03017-96 "Retest results do meet project's requirement DENSITIES SHOWN: Lbs. per cubic foot Respectfully Submitted, MOISTURE CONTENT: Percent of dry weight Professional Service Industrles,lnc. PERCENT COMPACTION: Base on maximum dry density obtained on a representative sample 1 Jeffrey H.M. Begovich, P.E. Vice Presid ent'Constru ction Services Florida Registration No. 51869 -~'-----"-'--~- Professional Service Industries, Inc. . 1748 33rd Street. Orlando, FL 32839. Phone 407/304-5560 . Fax 407/304-5561 Fl Engineering Business 3684