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CF-TownC CHC-CN 860114
HOWARD U. FREEMAN, INC., 1424 E. Grauwyler 1 P.O. Box 1516571 Irving, Texas 75015/ (214) 438-6044 Commercial Builders January 14, 1986 O'Brien, O'Brien, Callaway 3131 McKinney Avenue, #800 Dallas, Texas 75204 Attention: Mr. Mike Henjum Re: Coppell Town Center Proposed Change No. 3 Drilled pier Lengths & Casings Gentlemen: Attached is our proposal in the amount of and add of $24,400.00 for accomplishing the additional work as outlined. As a result of this revised work, the contract time to complete this project must be extended four (4) days. This proposed change order only include~ items as listed on our attached breakdown. Any items not listed on our breakdown due to this proposed change, are not to be considered a part of this proposed change and are subject to pricing at a later date. If it is determined that this change as described above involves extended overhead and other resulting costs, a separate claim for these items will be subrrUtted at a later date. We respectively request your innediate approval and/or directive to proceed with this changed work. Very truly yours, HCMARD U. FREEMAN, INC. Bosquez Estimator ~ JDB/mhc Attachment cc: P.C. 13 File Field RECEIVED HAY 2 9 1986 p,~<, :<-;1 ~ - I !"JI'~ 'AS"I" 111~1~"fi! J,J,~~_: ~W.'~~-~~ ;'20 I I :<..q\ \.of ' i <c,;'Z.IIoF ;( ~~~9I.r't. ~I"I-:-'--'-' (LF'2." >.-- , 4 . 11,,4 ~I I- - f'O'I,'" ! I S8~1"1' p-" ' q;~ lor :j I~~~j=--- ._~4G:.:-~rC) ~-,- ,~-;.. ~o . '\<Ot'" jl \ Ll" !I'=>l.f I "is~ I .:.. 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'-"--~--r" min' __u__ 1 ---;-- --- ! ! ._--t'-- - j ,.- . lfn-.... . ,.-. --.-.' -.-- -. -~--l" ---,-~ f..!,..., I -," --..- .-- ---.'.- "1"" I. -. _On _~L,__ I . +:. --~1..' ----I,' -----. - '-.1-' I ,I I I, : I ' I l i . . _ .; .t ~ .. __ l: 1 - j G:,PP'!:.~\.o ~"",j c~ \J lA/ ~ ~ \Y Pc tt ~ - f'\~R. 'P~Pl" -\ C-...,...Jq J.f';> w' ;: ~ 2 3 -l 5 6 ... " ',"-0-... ~.. P;;"O o."\'... b>.C,T<.l"'''' o.T~ UoJ" D,r' f~"-Lo.Jc:.t ..H_t ~ - ",) Pr.z.,c:.llo ,To,..,., .... 19 20 36 17 38 39 40 C WILSON JO'-lES CO....P........, G7"S07 GRf'F.:N 7507 BUFF G7507C COVERLESS 7 i'i'~;:" nt-:... ---r--- . .__+. __ 2 ...___ ----1.- ___ 3 4 5 16 11 18 19 20 21 i . ! 22 : f 23 , , I 24 c,., . l I i i i I l ! t : I I~~ 111;11- . . ~ . I 21 , ~ I ! ! , . lit I ; I 25 25 78 29 , ,I ! I ~ -I I ' i 30 , i i i '~ I 31 32 : ~ 33 .. ~ .t- .. r __n.. ---:-7 : , _ ,,-1.. l4 35 36 11 : I :1 i 1 i 1 I _~J-.:=..-~ 1_ - -; 18 39 41) MACE IN U,S A Muxim En3inecrs Inc. 2342 Fabcns Form No. 27 (1.84 G')oleChrl1';al PO. Box 59902 r,lalcnals 1 '';511119 Dallas. Texas 7522U \ Consultanls (214) 24/-7'.;75 General Report PIER INSPECTION Repcx1 Dale 08-01-85 Samplo OUIO 07-29-85 . To Ci ty of Coppell PrOJllCI Coppell Town Center - Coppell Texas ~ ldenbhcahon Straight Shaft Piers Method oJ Tesl , Aesuns Depth to Pier Shaft Bearing Reqtd Actua 1 To ta 1 Casing Number Size Strata Pent. Pent. Depth Bear; r:Jg Materi al Reqtd C-1 20" 22.5" 3.0" .>- 3.2. 2S.7t./ Gray shale Yes *E-12 24" 21.7" 3.0" --\' 4.3. 26.0../ Gray shal e Yes F-12 24" 24.9" 3 ta" A' 4.1. 29.2. /' Gray shale Yes J9-12 16" 21.6" 3tO" /' 4.3t 25.9t./ Gray shale Yes f C-9 30" 21t8" 5 'a" / 6.2t 28.0' / Gray shale Yes ~ H-12 24" 22.0" 3'0" .\ 4.0. 26 . O. / Gray s h ale Yes Distribution: City of Coppell 3156-410628 Howard U. Freeman Company Techni ci an: M. B. O.Brien OtBrien Callaway /JA *Approximately 12-16" mud and slush on top of pier upon completion. Bailed until dry concrete was exposed then refilled with concrete MJlim EnglnprJl. Ine Clean Clean Clean Clean, with 1 Clean Clean II Remarks dry plumb dry pl umb dry, pl umb plumb, poured water in hole dry plumb dry pl umb Ir:;:-r, ,,:J ."" ~"1 ... '1'""'IIt,1.:. ' ,'I""" 1 . ,:",'::,;': .\.' ',"~" U~ ri.,,;..:".\~ Maxim Engineers Inc. 2342 Fabcns Form No. 27 (1,841 Geotechnical P.O. Box 59902 Materials Testing Dallas. Texas 75229 Consuitants (214)247-7575 \ General Report PIER AepOt\ Oa'. 08-01-85 Sample Dale 07-30-85 To Ci ty of Coppel1 Pro,etl Coppell Town Center - Coppell, Texas e klenlJhcalion Straight Shaft Piers Melhod 01 Tesl , - R.suRs Depth to Pier Shaft Beari ng Reqld Actual Total Number Size Strata Pent. Pent. Depth Beari.ng Maten al - - - C-10 2411 221011 51011/ 6'011 28' 011/ Gray shal e A-4 2011 2013" 310" x 419" 251 0"/ Gray shale K-10 2411 2210 510" / 618" 28' 8"/ Gray shale f e B+31-3+25 1611 18'4 310"/ 3'6" 21'10"/ Gray shale K-9 3011 2315 510" ../ 5'5" 28'1011 / Gray shal e C-3 2411 2210 510"/ 5'8" 271 811/ Gray shale E-1 2411 2110 310" ...-\ 414" 251 4"/ Gray shale *M-9 ' . 2411 2113 310" ,\ 410" 251 3"/ Gray shal e "",Irm E"QII1"Pfll. Inc. t., :;j~~1fi'\'" ,;\, ,.~ F;I:-':: ..~.~!:,'r>.~:'.~~~. J.E ~ ;'. ".. . ..' \~ ~ . r- ... ,..lI.... . , J Casing Req'd Remarks Yes Clean, plumb, dry Yes Clean, plumb, minor seepage Yes Clean, plumb, minor seepage Yes Clean, plumb, minor seepage Yes Clean, plumb, minor seepage Yes Clean, plumb. minor seepage Yes Clean, plumb minor seepage Yes Clean, plumb minor _ Mtm Engineers Inc. 2342 Fabens G~ lechnical P.O. Box 59902 Form No. 27 (1.84) 11. :erials Testing Dallas, Texas 75229 a>nsullants (214) 247-7575 ~eneral Report PIER INSPECTION ~ AepO(\ Dale 08-01-85 Silmple Dale 07-30-85 . To Ci ty of Coppell ProjllCl Coppel Town Center ,) lden\ihca\lon Straight Shaft Piers --- Melhod 01 Tul , - - AesuAs Depth to Pier Shaft Bearing Req'd Actual Tota 1 Casing Number Size Strata Pent. Pent. Depth Bearing Material Reqld Remarks *L-8 24" 2112" 4'0" .Y 5'7" 26 g"/Gray shale Yes Clean, plumb minor seepage C.1-1 20" 20'0"" 3'0" .x 410" 24 0"/ Gray shale Yes Clean, plumb minor 3'0" .--\ seepage F-1 24" 21'0" 4'0" 25 0"/ Gray shale Yes Clean, plumb, minor seepage ~ C-4 30" 21'0" 510" , 5'8" 26 8 II / Gray s h ale Yes Clean, plumb, minor seepage J.9-1 16" 20'0" 3'0" /' 3'6" 23 6" / Gray shal e Yes Clean, plumb, minor seepage K-4 30" 2110" 510" 6'8" 27 8"/ Gray shal e Yes Clean, plumb. minor seepage H-1 24" 2016" 310" .\ 316" 24 0" / Gray shal e Yes Clean, plum minor seepage Distribution: 3156-410628 Howard U. Freeman, Company Technician: J.G O'Brien O'Brien Callaway jJA *Required 20" diameter "h..im Enou...t'rI. Inc, Maxim Englnoers tne, 2342 Fflb()n~; Porrn No.:21 \1,04) Grwtcchn.cai p.o, UOX 5!ElO2 MalcmalS T eSllng Dallas, Texas 75229 Consultants (214) 247-7575 General Report PIER INSPECTION AeDOC1 Dale 08-01-85 Sample Dala 07-31-85 To City of Coppell PrOJllCI Coppell Town Center --- \denbhcaloOll Straight Shaft Piers Melhod 01 Tesl Visual , - - ResuRs Depth to Pier Shaft Bearing Req'd Ac tua 1 To ta 1 Number Size Strata Pent, Pent. Depth Bearin.g Material - - K-3 2411 191911 SI / 91811 28'SII./ Gray shal e *A+201311 2411 201611 31 X 41811 2S' 211 /' Gray shal e 5+ 1'211 *A-5 2411 211611 31 .' 31611 2SIOII......- Gray shal e t-t H-3 2411 211011 6' / 7'611 281611...- Gray shal e *B-5 -.' 2411 201911 3 I )r 41S11 251211.... Gray shale F-3 2411 201011 61 .... 810 281011./ Gray shal e 2411 201011 6' / 714 ./ E-3 271411 Gray shale G-2.9 3611 201611 4 / SI2 251811 ,/ Gray shal e Mulm E"9'"U", Inc. .....1.,1'..1,)1. r";l""/ .:";, \~i~.'.s~~ '.. ~ r. .J..,.. ......... E....,' . ~ r ~. . , ,. . , . ,.' ...."',. ... I Casing Reqld Remarks Yes Clean plumb minor seepage Yes Clean plumb and dry Yes Clean, plumb and dry Yes Clean, plumb and dry Yes Clean, plumb and dry Yes Cl ean, pl uiTb and dry ! Yes Clean, plumb and minor I seepage Yes Clean, plumb and dry I I I I I LL~ I ",",,," '~'~l\X ' ~ (' I.. ,'1....A..ij. I', ", ,).:,,1 Maxim Engineers Inc. 2342 Fabens ' ~'..,..\.~,.;".~l:'~~ G~otechnlcal P.O. Box 59902 Form No. 27 .84) lE Malenals T osllrlg Dallas. TCXilS 75229 ~ ~ Consultanls (214)247-7575 J_..,._..~~,:~,.' .::':>' .. - General Report p IL RepOl1 O;lle 08-05-85 Sample Dole 08-01-85 To City of Coppell Pro~cl Cappell Town Center - Coppell, Texas ) ldenl,laloon Straight Shaft Piers Me\tlod or T esl V i sua 1 , - Aesufts Depth to Pier Shaft Bearing Req'd Ac tu a 1 To ta 1 Casing Number Size Strata Pent. Pent. Depth Beari'ng Materi a..:! Req'd Remarks - 0-10 2411 20'0" 4.0'/0. 4' 511 24' 5" /Gray shal e Yes Clean, plumb and dry E - 10+9' .7 II 1611 21'211 3.0' ./ 3'llll 25' 111/ Gray shale Yes Clean, plurrb and dry E+9'-10" 1611 20'1" 3.0' ./ 4' 0" 24 1"/ Gray shale Yes C 1 C u", p 1 u mil an c1 dry 10+9' 7" t,~ E.5-10 24" 20'211 6.0' .' 8' 4" 28 611/ Gray shale Yes Clean, plumb, minor seepage E.5-9.7 24" 20'0" 6.0' / 7' 2" 27 2"./' Gray s h ale Yes Clean, plumb, minor seepage 0-6 36" 20'0" 4'0'. 5' 011 25 011/ Gray shale Yes Clean, plumb, minor seepage E-9.7 16" 20'0" 3.0' ./ 4' 011 24 011/ Gray shal e Yes Clean, plumb. minor seepage Distribution: 3156-410628 City of Coppell Technici an: J.G Howard U. Freeman, Company /JA O'Brien O'Brien Callaway LA> "HlIn...n. Inc. Maxim Engineers Inc. 2342 Fabens Geotechnical P.O. Box 59902 Form No. 27 (1,84) Matenals Testing Dallas. Texas 75229 Consultants (214}247-7575 General Report PIER AeDOtl Oal. 08-05-85 Sample Dale 08-01-85 To City of Coppell Pro,ed Coppell Town Center - Coppell, Texas 1 IOentdlCahon Straight Shaft Piers MethOd 01 Test V i sua 1 , - Aesulls Depth to Pier Shaft Bearing Reqld Actua 1 To ta 1 Number Size Strata Pent. Pent. Depth Bea ri n9 - A+OI-11" 20" 2010" 3 . 0' -\. 3'10" 23110"/ Gray shale 6.5 G-4 36" 22'0" 4.0' ..- 4' 4" 261 4" /Gray shale G-5 36" 21'2" 4.01 , 4' 711 251 9"/ Gray shale f \;/B-f 20" 21'0" 4.01 ....1- 5'11" 26111",..- Gray shale J-6 1611 201611 3.0' / 4'1111 25' 5""'- Gray shale A-10'-3" 2011 19'711 3.0' x 4 911 24' 4ly Gray shal e 7.9 C+8' .411. 1611 20'7" 3.0' / 3 511 24' 011/ Gray shale 10+9'7" "s".. .-...... M~lim EnOlnr-r,s. Inc. t,1axlrn Entih~.ecrs tile 231\2 Fal.lIJfl~ forrn No. 27 11.04 GCOt'CChllIC:lt P.O. Box 5990? r'/'i1I~II:.lt!> T'lSllflg D<1l1a::;. Tm:;)s 75220 Consultants (211\) 21\1.lGl5 General Report PIER . F\epOl1 Oal. 08-07-85 Samplo OalO 08-02-85 To Ci ty of Coppell ProjeCt Cappell Town Center - Coppell, Texas Ide~alion Straight Shaft Piers "'e\hod 01 Till , - - RIIUIl Depth to Pier Shaft Bearing Reqld Actual Tota 1 Number Size Strata Pent. Pent. Depth ~earing Material - J-7 36" 2015' 4.01 ,...- 413" 2418~1 ../ Gray shale A-9' 20" 2113 3.0 I )( 317" 241 10 II ,...- Gray shale B-8' 20" 2010 3.01 A 319" 2319" ../ Gray shale . 36" 2010 4.01 ./ 510" 25'0" / Gray shale /'G-8' B+31' 9+141-9" 16" 1718 3.0' / 3110" 2116" / Gray shale 8+3, ./ 9+181 -5" 16" 1615 3.01 / 510" 2115" Gray shale E-9 24" 21'0 6.01 ./ 611" 2711" / Gray shale 8.5 I f' 0+11-3" 16" 1712 3.01'/, 3110" 2110" / Gray shale Continued on page 2 Mlllm En~ln"r1. Inc. r::'7~T::;';~:;-;1 f I k. h\'" ,"-,' , .>, ..; ,:' !E ;f~ , . . j - - j - Remarks Clean, dry and plumb Cl ean, dry and plumb Clean, dry and plumb Clean, dry and plumb Cl ean, dry and p 1 UI11U Clean, dry and plumb Clean, dry and plumb Clean, dry and plumb Mlllm En~ln.. Conti 11+10''':3 6.5 nued on page 3 '. 20 Inc 19 2 3.0 4'2 23'4 Gray 11+0' -11 6.5 II II 20 19'3 II 3 .0 -1- 3'9 23'0 II / Gray shal e II II A II II / sha 1 e Clean dry and pl umb @ H-10 20 20'2 II II CJ/ 6 5 ./ 7'0 27 2 II ./ Gray shal e Clean dry a n d pl umb . 20 II 18 10 II / J 5.-( 5'10 II 24'8 ./ Gray shale Clean dry and p 1 umb JL-7 20 II 19 2 II 4 .0 515 24 7 II /' Gray sha 1 e Clean dry and p 1 umb /" D-7 B+5 10+6'-11 36 16 II 19 17 10 3 II 4.0'/ 3 .0 4 11 II 24 9 .-/' Gray shale Cl ean dry and plumb Pier Humber II II Shaft Size II Depth to Bearing Strata Req Pent /' d 3 Actual Pent 1 II 20'4 Tota 1 Depth / Gray Beari sha 1 e n Maten al **Clean Remarks dry and plumb AeauKa M,1hOd 01 Tu , ( Idtnliloealion Straight Shaft Piers Pro,.cI Coppell Town Center To Ci ty of Coppell RtllOfl Oa" Genera 08-07-85 R e po rt Samplo Oalo 00-02-85 PIER INSPECTION PaQe 2 Mnxlm J:llu1Ilc'Irs G~C)I~chnlcal r...lalcnals Tesllny Consultants nc 2:H2 Fabcf1s P.O Box 5990? Oailas. Texas 75229 (214) 247-7575 Form No. :11 .84 r\,;":::>:>':;;l 1UE~ ,..-...., I.' . ; .- ......~..,....... 1 f(.'/F~~{1I~.~l'l~ !', " ;....f~.:f.J..~~;~I> .,?!. Maxim Engineers Inc. 2342 Fabcns Form No. 27 (1.84 E Gr:ot8chnlCal P.O. Box 5fJ902 r Mi:llcflal~ les\lng Dallas. Tcxns 1522~ . ~ Consultanls (214)247-7575 . :. .,.~ . . , '.: .....!. ...:. .~. ,. '. " - General Report PIFR I lillL - RellOl1 Dale 08-07-85 Samplo 0018 08-06-85 To City of Coppell Pro,.CI Coppell Town Center - Coppell t Texas - klenlollCAl.on Straight Shaft Piers MelhOd 01 TeSI V i sua 1 , - - Resuns Depth to Pier Shaft Bearing Req1d Actual Tota 1 Casing Humber Size Strata Pent. Pent Depth Bearing Materi~ Req'd Remarks - J+6'-61- Clean, plumb minor 5.1+71.211 1611 20.0' 3.0' /' 5.3 25.3! / Gray shal e Yes seepage J+6'-611- 5.1+11-1011 1611 20.0' 3.0' ~ 4.8 24.8' /' Gray shale Yes Clean, plumb minor 4 seepage t. L+51-811- 6.5! 2011 22.3' 3.0! ;... 4.4 26. 7 ~ ./ Gray shal e Yes Clean plumb and dry F.5-1011 2011 21.2' 3.0' ..-r 5.3 26.5''/ Gray shal e Yes Cl ean pl urrb and dry C+81-411- 10+9'-711 1611 22.4~ 3.0!/' 5.9 28.3 I / Gray shale Yes Clean plumb and dry 3156-410628 Distribution: 3156-410628 City of Coppell Technician: J.G Howard U. Freeman, Company /JA O!Brien OIBrien Callaway M. aim f n9tn~f'1 ,. Inc lltY:h'V~ MAXI'11 Enuir.cers Inc. 2342 Falmns Form No. 27 (1.84) G~olcchnlcal P.O. l30x 59902 M::jlcrlalr, Tt:lsling Dallas. Texas 75229 Consullanls (214) 247-7575 General Report PIER INSPECTION Page 3 . -- Repoct Dale OB-07-B5 Samplo Dole 08-02-85 To City of Coppe 11 Projacl Coppell Town Center - Coppell Texas ldanlilicaliOn Straight Shaft Piers 1M\hOCI 01 1& I' , Resuftl -- Depth to Pier Shaft Beari ng Req'd Ac tu a 1 Tota 1 Number Size Strata Pent. Pent. Dep th Beari ng Maten al Remarks G-9.7 20" 2012" 3.0' -\- 31011 23'2~' ./ Gray shale Cl ean, dry, plumb M+10'3" Gray shale 7.9 20" 19'5" 3.0' A' 4'2" 231711 ,/ Clean, dry and plumb Distribution: 3156-410628 City of Coppe 11 /ja Howa rd U. Freeman, Company ----... M. [L O'Brien O'Brien Callaway **An insufficient amount of concrete was maintained in the casing as it was removed from the pier hole The t~p portion of the concrete in the completed pier was very wet Mulm Eng.n..... Inc. :$r/~ ! '::i:;~ ~:.~~::! t,:""~~' .:"f~ L. ,,, ,....~.~ ,;~!'f ~ h~Jt '. .. ~ ,/~', ':' ':-:' ':-Ut 1J~ ~.~ . rJ:M~~ TechnlClan M.B /1s M..,.cit;x,.M ,,",oppel Howard U Freeman Comrany o Bn en O'Bnen Ca away .ut~ 3156-410628 J-5 1 16 II 22'8 3 /' 5'4 28'0 ./ Gray Sha 1 e Yes C 1 e an Dry Dry Pl umb A.4-6 7 16 23'0 3 /' 3'4 26'4 ./ Gray Sh ale Sh ale Yes Cl ean Pl umb A-8 20 20'6 3 --\' 6 7 27 1 /' Gray Yes C1 ean Dry Pl umb /G-6 36 II 20' 9" 4 / 4'0 24 9" / Gray Sha 1 e Yes Clean Dry Pl umb ~1-10 -3 II 5+1 -2 20 21 1 3 ...;- 3'8 25'3 / Gr ay Sh a 1 e Yes Clean Dry Plumb . M-5 20" 21 6 3 ...\- 3'6 25'0"/ Gray Shal e Yes Clean Dry Plumb . ../ L-5 20 II 22'5 4 ..r 4'4 II 26' 9"./ Gray Sha 1 e Yes Cl ean Dry Pl Llnb ? C-6 20" 21 2 4 y 5'8" 26 10" /Gray Shal e Yes C ean Dry Pl umb /G-l 36 II 19'6 4 ,-' 4'3 II 23 10 / Gr ay Shale Yes Cl ean Dry Pl umb / E-8 Pler Number Rosuns 1 Melhod 01 Tesl v sual , IOenldocalion Stralght Shaft Pi ers Pro,ecl Co ppe 1 Town Center Coppell Texas To C ty of Coppe 11 RepOl'\ Oalo Genera 36 Shaft Size 08/09/85 Report 20' 9" Depth to Bearing Strata Samplo 0010 08/05/85 PIER 4 Req' d Pent. , INSPECTION / 5' 9" Actual Pent 26'6 Tota 1 Depth ,/ Gray Bear nq Matenal Sh a i e Yes Caslng Req'd Cl Remarks ean Dry P umb Maxim Engineers Geot8r;hr",::al Matenals T 0sling Consullanls nc. 2342 Fabens P.O Oox 59902 Dallas. Texas 75229 (214)247-7575 Form No. 27 .64 ~~ ~ r-:;,l", ' ..-.. .,. ..- " ,,'~. '.