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Northlake 635(3)-LR 98041304/13/98 18:44 FAX 214530707~-,, 21d6307070 HBC ENGINEERING FAX TRANSMITTAL DA TE: TO: PROJECT: FROM: Copp. nll Business Center It Olivio fer Eq.. H.rbe.r TIME: FAX NO. 001/007 OFFICE: ENG--, INC. I.. B.lew ~ M-gmllff 8 7-S89-9618 .4821 -7610 -15'/0 Total Pages Including Cover: Larry Moon Brett Tom AlbrJght AECC,leo. Lee Slope Larq Davis Li.coh Prel~ertygomp~.i_V Bltler Colltrl~tietl O'Brifl & Gittof.Coppoll/Bldl, I,,p. City.!f CopPelVl~oustr. Roport Iio(!]: 9808190 214-740 972-788 972-96C 972-104 972-104 The information contained in this Pacsimile message'is iega#y privileged and confidential inform for the use of the individual or entity named above. If the reader of this message is not the inte the employee or agent responsible to deliver it to the intended recipient, you are hereby notifie~ nalion, distribution or copying of this communication is strictly prohibited, if you have received tion in error, please immediately nofify us by telephone and return the original message to us a ation intended only nded recipient, or r that any dissemF 'his communica- I the address below AUSTIN 3913 Todd Lauc Suite #312 Austba, Texas 78744 Phone: (512) 442-1 t22 Fax: (512) 442-1181 HOUSTON 2313 W. Sa~ Houston Pkwy, bi. Suite #107 Houston, Texas 77048 Phone: (713) 722-0700 Fax: (713) 722-0788 DALLAS 8901 Carpenter Freeway Suite # 1 O0 Dallas, Texas 75247 Phone: (214) 630-1010 Fax; (214) 630-7070 via the US Postal aery/ce. Thank you, ATLANTA 2470 Windy Hill Rd. Suite #300 ~Iarietta. Georgia 30067 Phone: (770) 618-3055 Fax: (770) 618-3015 04/13/98 18:45 FAX 2146307070 RBC ENGINEERING CONCRETE COMPRESSIVE STRENGTH TEST Date of Service: 03/26/1998 Client No.: 52617000 Client: Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Report No.: 980819¢ Projeet No.: 43-2452 Project: Coppell Belt Lin Coppell, Services: Obtain samples of fresh concrete at the placement locations, perform requi~ compressive strength smnples.** STRENGTH: SLUMP: AIR; TEST METHOD; CONTanCTOR: Butler Construction CONCRETE SUPPL ,IER: Pioneer Concrete Pr~.NT: 27 SPECIFICATION REQUIR£MENTS 4000 psi ~ 28 Days 3-5" N/A ASTM C- 143 ASTM C-172 ASTM C-39 PROJECT DATA CONC_~n~Tg CLASS: 9349 vt~CE~n£~rt DnXg: 03/26/1998 TIME SAMPLED; 4;30 am BY: WFO, THgR CONOmons: P~Y ~Me~~-~ 66 ~ ~ ~vc~o: 652 ~CK ~ co~ (%): N/A ~ p~~ LOCA~ON: Building B slab~n-~d~ b~n Iln~ A, 1- SAMPLE LOCATION: C.2/1.5 CYLIND£R MARKED SET NO. REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (iachu) TEgTEO (dayt) Olin force) 5.00 04/02/1998 7 97470 5.00 04/02/1998 7 92730 Average 5.00 04723/1998 28 5.00 04/23/1998 28 This rcpon ~ cx¢lusivcly tbr thc usa of the clicnt indicated above and slla]l no~ be reproduced cxccpt in full wi~out the ~ 01AK Page l of 6 002/007 ENGrN~, INC. 8901 Carpenlcr FrlsT., Suit~ #1fl0 Dallas, Texas 75247 Report Date 04/06/1998 .97 Business Center I1 ~ Rd. & Lakeshore Dr. Texas 'ed field test and cast BATCH :harlie Shurtleff oudy :ONCRET~: 73 · NO: 66471 T W~IGffr (pc0: .5 & I.l-t0.9 A CCUMULATIVI5 YARI~: 40 CO~R~S~ ~PR~GTH (~0 3450 3280 3370 FRACTURE TYPE rrltten approval of l-IBC Engineering. Inc. 04/13/98 18:45 FAX 2146307070 HBC ENGINEERING CONCRETE COMPRESSIVE STRENGTH TEST Date of Service: 03/26/1998 Client No.: 52617000 Client: Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Report No.: 9808190 Project No,: 43-2452. Project: Coppell. Belt Lira Coppell, Services: Obtain samples of fresh concrete at the placement locations, perform requir compressive strength sampics.** STR£NGTH; $1,UMF: AIR: TEST METHOD: CONTRACTOR; Butler Construction CONCRETE SUPPLIER; Pioneer Concrete PLANT: 27 SPECIFICATION REOUIREMENT$ 4000 psi ~ 28 Days 3-5" N/A ASTM C- 143 ASTM C-172 ASTM C-39 PROJECT DATA CONCRETE CLA~: PLACEME~fl' DA"I~: TIME SAMPLED: 5:30 am W 15ATHI',R CONDITIONS: TEMPERATUR~- (~ - AIR TRUCK NO: 546 Am CONT~T (%): N/A PLACEMENT LOCATION; Sca pa~ I 9349 03/26/1998 BY: C Cloudy 66 F c TICK! SAMPLE LOCATION: REPORT OF TESTS CY LIND ER MEASURED MAXIMUM MARKED SLUMP DATE AGE LOAD SKF NO. (inches) TKSTF~ (day,) Obs. force) 2 1 6.00' 04/02/I 998 7 80740 2 2 6.00* 04/02/1998 7 92440 Average 6.00* 04123/1998 28 6.00* 04/23/1998 28 A( * Note: NO water added at job$ite. Contracto~ and subcont:actor n This ,-epolx is exclusively for 'd~e use et'the rdient indicated above and sim[I not be rcpro~tuc, cd exempt in full without thc ~n 01AK Page 2, of 6 003/007 ENGINEERff~. INc. 8901 Carpenter Frwy~ Suite #100 Dallas, Texas 7S247 Report Date 04/06/1998 )7 ~usiness Center II Rd. & Lakeshore Dr. texas d field test and cast BATCH TIME: 4:20 am :harlie Shurtleff DNCB_ETE: 74 g a'nO: 664718 [T WEIGHT (pc0: N/A :CUMU~T~q~ COMPRES$1VZ STRENGTII 2860 3270 307~ ,tified. ritten approval afl.iBC .~gineerin&, Inc. 04/13/98 18:45 FAX 2146307070 HBC ENGINEERING ' CONCRETE COMPRESSIVE STRENGTH TEST Date of Service: 03/26/1998 Client No.: 52617000 Client: Lincoln Property Company 3300 Lincoln Plaza/Lany Moon 500 North Akard Street Dallas TX 75201-3394 Report No.: 9808190 Project No.: 43-2452- Project: Coppell Belt Lin, Coppell, Services: Obtain samples of fresh concrete at the placement locations, perform requir, compressive strength smnples.** SLUMP: AIR: TF.~T METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete pL~d~rf; 27 SPECIlqCAYION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 3-5" N/A ASTM C-143 ASTM Co172 ASTM C-39 PRO.I-ECT DATA coNcRE'n~ cx~ss: 9349 PL~.~ OAT~: 03/26/1998 TIM£SAM~LIRD: 6:45 am aY: C w~ CO~m~oNs: Cloudy ~u~so: 407 TIC~ ~CEM~ LOCA~ON: SAMPLE LOCKI'ION: A.5/4.2 REPORT OF TESTS CY LIN 0 ER MEASURED MAXIMUM MARleD SLUMP DATE AGE LOAD SE.T NO. (incites) TF2TED (d.y~) (IM. feree) 3 I 7.00' 04/02/1998 7 81230 3 2 7.00* 04/02/I998 7 853 80 Average 3 3 ' 7.00* 04123/1998 28 3 4 7.00* 04/2311998 28 A( * Note: See page 2 This tepo~ i$ exclusively ['or the usc of thc client indkated above and shall not bc reproduced except in full without thc ~ 01AK Page 3 of 6 004/007 ENG]~1~dNG, INC. 8901 Carpenter I~rwy., Suite #100 Dallal, 'rczan 75247 Report Date 04/06/1998 ~7 ~usiness Center 11 : Rd. & Lakeshore DL'. Texas · ,d field test and cast BATCH TIMId: N/A harlie Shurtleff :)NCKETE: 74 THO: 664727 T wEIGHT (poi): ,ctra~UtgTrW vamps: 200 COMPRE88IV~ STRENGTH (~) TYPE 2870 3020 ~950 'itlcn approval ofH~C EnE~r, gring, Inc. 04/13/98 18:46 FAX 2146307070 ItBC ENGINEERING ~ "~, CONCRETE COMPRESSIVE STRENGTH TEST Date of Service: 03/26/1998 Client No.: 52617000 Client: Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Report No.: 9808190 Project No.: 43-2452 Project: Coppell Belt Lin Coppell, Services: Obtain samples of fresh concrete at the placement locations, perform requi] compressive strength samples.** STRENGTH: SLUMP: AIR: TIr,~l' METHOD: COr~n~CTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete v~.*m': 27 SPEC~ff>,'rION REQUIREMENT5 4000 psi ~ 28 Days 3-5" N/A ASTM C-143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9349 PLACEMENT DATE: 03/26/1998 TIME SAMPLED: 7:4:5 am BY; W~Tm[aco~moNS: Cloudy TEMPERAT[,TRE (lr) - AIR 69 TRUCK NO: 1803 TICK AiR co~rrE~ (%): N/A PLACEMENT LOCATION: Sec p~-~ I SAMPLE LOCATION; REPORT OF TESTS CYLINDER MEASURED MAXIMUM MARKED SLUMP DATE AGE LOAD SET NO. (inche~) TESTED (days) (lbs. force) 4 1 6.00* 04/02/1998 7 109230 4 2 6.00* 04/02/1998 7 100360 Average 4 3 6.00* 04/23/1998 28 4 4 6.00* 04/23/1998 28 A * Note: See page 2 This roper[ is cxclusivcly for thc use oldie cllent indlcaled abovc and shall not bo reproduced except in full wkhoot d~c 0IAK Page 4 of 6 005/007 CmTenter Frw~. 5idt~ #10O Dallas, Texas 75247 Report Date 04/06/1998 .97 tusiness Center II Kd. & Lakeshore Dr. Texas ed field Test and cast BATCH TIME; 7:10 am !harlie Shurtleff DNCRETE: 76 F ~No: 664741 ~TW~]CIIT(pt0:N/A 2CUMULATIVE YARDS: 310 COMPRESSIVE STRENGTH (psi) 38~0 3550 Y'/~O ~rittcn approved of HBC Engineering, Inc. 04/13/95 18:46 FAX 2146307070 RBC ENGINEERING - CONCRETE COMPRESSIVE STRENGTIt TEST Date of Service: 03/26/1998 Client No.: 52617000 Client: Lincoln Property Company 3300 Lincoln Plazn/Lar~ Moon 500 North Akard Street Dallas TX 75201-3394 Report No.: 9808190 Project No.: 43-2452- Project: Coppell Belt Lin Coppell, Services: Obtain samples of fresh concrete at the placement locations, perform requir compressive strength samples.** SLUMP: AIR; 'FEL~T METllOD: co~cr~c-rog: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete eLANT: 27 SPECIFICA'rtON REQUIRKMKNTS s'rR~.~CTm 4000 psi ~ 28 Days 3-5" N/A ASTM C-143 ASTM C-I72 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9349 PLACgMF, NT DATE: 03/26/1998 TmtZ smm, t. Eo: 9:55 w~ CO~OmON& Clo~y, ~C~ ~o: 54~ ~c~ ~ CO~T (%): ~/A SAMPLE LOCATION; CYLINDER MARKE;D SET NO. REPORT OF TESTS MEASURF, D MAXIM~1M SLUM~ DATE AGE LOAD (inehe~) TEb'i'ED (days) (Ib~. force) 5 1 7.25* 04/02/1998 7 112510 5 2 7.25 * 04/02/1998 7 106580 Average 5 3 7.25* 04/2311998 28 5 4 7.25* 04/23/1998 28 A( * Note: No water added. Thi.~ report is exclusively for the usc of the clicm indir, ated above aad shall not be reproduced except in full without 01AK Page .~ of 6 ~006/007 890l Carpenter Frwy. Suite #IO0 Dalln.,~ Texas '/5247 )7 Report Date 04/06/1998 3usiness Center II ~R~. & Lakeshore Dr. ~'exa~ field tes~ and cast IIATCHTIMK: 9;15 am :harlie Shurtleff ~,ery windy :~NCRETIg: 69 F Tam 658761 rr wExcwr (pcB; N/A ~CUMULATIVE YARDS: 420 COMPRESSIVE STRIgNGTH 3980 3770 3880 ritten oproval of HBC Enginee¢ing, lac. 04/13/98 18:46 FAX 2146307070 HBC ENGINEERING CONCRETE COMPRESSIVE STRENGTH TEST Date of Service: 03/26/1998 ReportNo.: 9808190 Client No.: 52617000 Project No.: 43-2452 Client: Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard S~r~t Dallas TX 75201-3394 Project: Coppell Belt Lin, Coppell, Services: Obtain samples of fresh concrete at the placement locations, perform rcquiT compressivc strength samples.** SLUMP: A[R: TEST M15THOO: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrct~ rt~un't': 27 SPECt FICATION REQUIREMENTS STgEI~GTI~: 4000 psi ~ 28 Days N/A ' ASTM C- ] 43 ASTM C-172 AS~ C-39 PROJECT DATA concRgr~ c~ss: 9349 PLACeMent DAX~: 03/26/1998 TIME SAMPLED: 12:35 pm ay: w~'ra~a corn)meNs: Cloudy "~MP~P,~T[.JRE ~-Am 76 F c TRUCKNO: 645 ncaa AZR co~r£~vr (%): N/A u~ PLACEMENT LOCATION; See page I SAMPLE LOCATION: 9.5/A.5 (:YLINDF..R MEASURED MARKED SLUM~ DATE SET NO. (inch.) ~TEb-TED 6 1 7.00* 04/02/1998 6 2 7.00* 04102/1998 REPORT OF TESTS MAXIMUM AGE LOAD (dsy~) Obs. force) 7 111100 7 109120 Avcrnge 6 3 7.00* 04/23/1998 28 6 4 7.00* 04/23/1998 28 A( * NoCe: No water added. Additional technician: Brian Otis 9:00 am to 2:30 pm Tedmiciaa: Charlie Shurtleff Report Distributio.: (I) Lincohl Property Company (I) Butler Construction (I) O'Bri¢fl &Associatcs (I) AF. CC. Inc. Started: 3:00 am (I) City of CoppelltBtdg. Insp. (l) City Of C0ppcll/Conslr. Insp. Finished: 9:00 am H~ This mpon is exclusively I.br thc usc of thc clicm indicntad above and shall not bc reproduced except in full wilhout thc w, 007/007 F. NG~RINO, 8901 Carpenter Frwy., Suite #100 DalIM, Texas 7~47 Repo~ Date 04/06/1998 ,97 Business Center Il · ~ Rd. & Lakeshore Dr. Texas ad field test and cast BATCHTIME: I 1:30 am :harlie Shurtleff very windy INCRETE: 71 F ~o: 658787 I' wEIGN'r (per): N/A COMPRF.~INrE STRENGTH (psi) 3930 3860 3900 FRA~URg TYPE Eugerg~PHarbour Vice Prcsidcn! 'iRon approval ot'HBC Engineering inc. Page 6 of 6 04/20/98 10:45 FAX 2146307070 IIBC ENGINEERING CONCRETE COMPRESSIVE STRENGTH TEST Date of Service: 04/02/1998 Report No.: 9808768 Client No.: 52617000 Client: Lincoln Property Company 3300 Lincoln Plaza/Lan~d Moon 500 North Akard Street Dallas TX 75201-3394 Project No.: 43-2452 Project: Coppell Belt Lin, Coppel1, Services: Obtain smnples of fresh concrete at rite placement locations, perform requiz compressive strength samples.** ~RENGTH: SLUMP: AIR: TESTMETHOD-' comrP,~CrOm Butler Constxucfion CONCR[TrE SUPPLIER' Pioneer Concrete PLANT: :27 SPI~OFIC..ATION REUUIREMI~',N'£S 4000 psi ~ 28 Days 5" N/A ASTM C- i 43 ASTM C-172 ASTM C-39 PROJECT DATA conc~"rg CLASS: 9349 PLACEM£nT DA~; 04/02/1998 TtME SAMPLED: 4:45 am W KATHIF~ CONDITIONS: Partly 'rEMt,£RnTURE Ct~ -*~ 65 F TRUCK NO: 652 ~ TlC~ ~ co~ (%): N/A p~~ LOCA~ON: Bu~tdi~ D slab. J.M ~d 1-9 SAMPLE LOCATION: L.$- 1.5 REPORT OF TESTS CYLINDER, M£ASURED MAXIMUM MARKED SLUMP DATE AGE LOAD SET -- - NO~' ' (inches) TESTED (days) (lei. force) 4.75 04/09/I 998 7 84 ! 80 4.75 04/09/1998 7 85120 Average 1 3 4.75 04/30/1998 28 I a 4.75 04/30/1998 28 This tcpO~r is cxchLnivcly tbr thc use of the ¢lien[ i~dicatcd above and shall not be reproduced except in full without thc ~ 01AK Page I of 8 002/009 8901 Carpenter t~rwy., Suite I)nlla~, 'texas 7RTA7 Report Date 04/13/1998 .97 ~usiness Center II Rd. & Lakeshore Dr. rexas ed fietd test and cast BATCH TIM~;: )amon Elrod oudy :or~cR~"r~: 72 ,,'T ~O; 659085 tT w£iaar toa)= ~CUMLTLATfVK YARDS: COMPRESSIVE STRENGTH 2980 3010 3000 80 TYPE ,ritten approval of HBC Engineering, Inc. 04/20/98 10:45 FAX 2140307070 ~C ENGINEERING " ~ CONCRETE COMPRESSIVE STRENGTH TEST Date of Service: 04/02/1998 Client No.: 52617000 Client: Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Report No.: 9808768 Project No.: 43-2452 ]Project: Coppell Belt Lin Gopp¢[l, Services: Obtain samples of fresh concrete at the placement locations, perform requi: compressive strength samples.** PROJECT DATA coNct~rE Ct~SS: 9349 I'LACF. d~IlI~ DATE: 04~02/1998 ~ SAMPLED: 5:45 am aY: COm'ancroa: Butler Construction CONCRETE SUPPLIER: Pioneer Concret~ PLANT; 27 SPECIFICATION REQUIREMENTS WKATHER CONDITIONS: Partly Sq'~l£NC'rm 4000 psi ~ 28 Days SLUMP; 5" TRUCK NO: 582 TICK AIR: N/A AIR CONTENT 'r~$'r MI'tHee: ASTM C- 143 PLAC£M ,ENT LOCATION; ASTM C- ! 72 ASTM C-39 SAMPLE LOCATION '. J.5-2.5 CYLINDER MARKED SET REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inche..q) 'I'ES'fED (day~) (lin. force) 2 I 5.5 0 04/09/1998 7 75890 2 2 5.50 04/09/1998 7 77260 Average 2 3 5.50 04/30/1998 28 2 4 5.50 04/30/1998 28 Note: Technician was at one pump while concrete driver controlled other pump. Thi~ report is exclusively for the u~ oFthc client indicated above and shall not b~ r,~pmducM except in full without 01AK gage 2 of 8 003/009 8901 Cnrpenter Fr~nj~ Suite #I00 I)alla~, TexM TSiMT Report Date 04/13/I998 -97 Business Center II e Rd. & Lakeshore Dr. Texas 'ed field test and cast ~iATCltTIME: 5:40 am )amon Elrod Ioudy .~ONCRETE: 70 v KTNO: 659105 WEIGHT (pcO: N/A :CUMULATIVE YARI~: COMI'RF~SIVE STRENGTH (psi) 2680 2730 2710 180 FRACTURE TY~E water from the #ffiTCh approval of HBC Engineering, Inc. 04/20/98 10:46 FAX 2146307070 ItBC ENGIN~.ERING CONCRETE COMPRESSIVE STRENGTH TEST Date of Service: 04/02/1998 Report No.: 9808768 Client No.: 52617000 Project No.: 43-2452. Client: ,L. incoln Property Company Project: ~300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Services: Obtain samples of fresh concrete at the placement locations, perform reqmr compressive strength samples.** STBF. aNGTH: SLUMP: AIR: TEET ]~TI'[OD CONTR~CTOt~ Butler Construction CONCRZ'T~:SUPeLt~R: Pioneer Concrete ~'LANT: 27 SPECIFICATION RI;QUIREMENTS 4000 psi ~ 28 Days N/A ASTM C- 143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCREa~ Cz,~,~S: 9349 Pt,nCr, M~'r DAT~: 04/0~ 1998 TIME ~MeLED: 7:I0 am WEA~ER CONO~IONS: P~ly ~g~ ~- Am 67 ~u~o: 582 ~ co~ (%)~ N/A P~~ LOCA~ON; S~ pa~ 1 ~AMPLE LOCATION: L-3.5 CYLINDER MARKED SET NO. REPORT OF TESTS MEASURED MAXIM-tIM SLUMP DATE AGE LOAD (inch.) TE.~TED (days) (11~. farce) 3 I 5.00 04/09/1998 7 101560 3 2 5.00 04/09/1998 7 103330 Average 3 3 5,00 04/30/1998 28 3 4 5.00 04/30/1998 28 This rcpor[ 15 cxciLi$iv¢ly tbl* thc 0sc of[hc clicnz indicated ahavc ~nd shall not be rcproduced except in lbll wiLhou! [he 0IAK Page 3 of 8 ~004/009 ENGINEERING, iNC. 8901 Carpenter Frwy., Suite #100 Dallar,, Texa.~ 75247 Repo~ Date 0~/I 3/1998 97 Coppell ~usin~s Center II ~elt Lin~ Rd. & ~ke~ore Dr. Coppell, Tex~ ~d field ~st ~d c~t BATC~TIME: 6:3~ ~ ~on Elrod audy F c ONCRS~: 70 T~C~;T ~O: 6~910S ~ ~ WEIGRT (pc~: CUMULATIVE YARDS: 280 COMPRE$$1V£ STRENGTH FRACTURE (psi) 3590 3650 3620 approval or HBC Enginccring, Ino. 04/~0/98 10:45 FAX Z1~$$07070 RBC ENGINEERING CONCRETE COMPRESSIVE ST NGTH TEST Date of Service: 04/02/1998 Report No.: 9808768 Client No.: 52617000 Project No.: 43-2452 Client: Lincoln Property Company Project: 3300 Lincoln plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Coppcll Belt Lin CoppelL Services: Obtain samples of fresh concrete at the placement locations, perform requi] compressive strength samples.** STRENGTH.' SLUMP: AIR: T~.~T METHOI): CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLanT; 27 se~'¢~ricA'nor~ REQUIREMENTS 4000 psi ~ 28 Days 5" N/A ASTM C- ~ 43 ~STM C- 172 ASTM C-39 PROJECT DATA CONCR~'E; CLASS: 9349 PLACEMT,~T DATE; 04/02/1998 TIME;SAMPLED: 8;05 ~ BY; SAMPLE LOCATION: K.4.5 CYLINDER MARK~ SET NO. REPORT OF TESTS MEAS~ED MAXIMUM SLUMP DATE AGE LOAI) (inchcO '£ ILS2~D (days) (lbs. force) 4 I 5.00 04/09/1998 7 85720 4 2 5.00 04/09/1998 7 84700 Average 4 J 5.00 04/30/1998 28 4 4 5,00 04/30/1998 28 A This report hi exclusively for the usa of the client indicated above and sh~ll not be teproduCeCl except i~ full without the' 01AK Page 4 of 8 ~ 005/009 8901 Carpenter FayS., Suite #10O Dallal~ Texas Report Date 04/13/1998 .97 Business Center Il = Rd. & Lakeshor¢ 1~. Texas ed field test and east BATCHTIME;~ N/A )amen Ekod oudy 0NCRI~I'E: 70 v xso: 659116 ~W~CHT(pc0:N/A :CUMULATIVE; YAROS: 380 COMPRE88ZVI~ STRENGTH (p~i) 3030 3000 3020 · itten app~ovaJ of I-IBC .F~gineeting. 111o. 04/20/95 10:46 FAX 2146307070 HBC ENGINEERING _ , ~, CONCRETE COMPRESSIVE STRENGTH TEST Date of Service: 04/02/1998 Report No.: 9808768 Client No.: 52617000 Project No.: 43-2452. Client: I, incoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Project: Coppell Belt Lin, Coppell, Services: Obtain samples of fresh concrete at the Placement locations, perform requir compressive strength samples.** co~r~crog: Butler Construction CONCRETF. SUPPLIER: Pioneer Concrete Pt.ANT: 27 SPgClVlCATION ngOUlRrMENTS STRENGTH: 4000 psi ~ 28 Days SLUMP: 5" nm: N/A TEST ~nZT~On: ASTM C- 143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE ct4~ss: 9349 PLACEMENT DATE: 04/02/1998 TIME ,~dVI~'LF..D: ! 0;05 a~ BY; ~vcgso: 808 Am CO~ (~): N/A P~CE~ LOCATION: Sec page ! SAMPLE LOCATION; REPORT OF TESTS CYLINDER MEASURED MAXIMUM MARKED SLUMP DATE AGE LOAD SET NO. (inchtn) 'rgST£D (daf) (lbs. force) 5.75 04/0911998 7 108650 5.75 04/09/1998 7 106180 Average 5 3 5.75 04/30/1998 28 5 4 5.75 04/30/1998 28 No'=e: Potter Concrete controlled water while technician was at This rcpoa is ¢,-,:¢lusiv¢ly Ibr thc usc oflb¢ 0lien! indicated above and shall not b= repraduced except in full without thc v 01AK Page 5 ofl~ ~006/009 ENGR~EERING, [NC. 8901 Carpenter Frwy., Suite #100 Dall~, Texas 7~247 Re~ Date 04/13/1998 97 ~usiness Cent~ II Kd. & ~keshore Dr. Texas ~d field ~ ~d ~ BAT~ ~E: 9:57 ~ ~on Elrod uudy g CONCh: 70 F ~;T ~0; 659126 UN ff WEIG~ (pcB: ~/A A~ iCU~A~ YAR~: 480 COMP~S~ ~fREN~ ~~ (~) ~ 3840 3750 3800 Titmn approval off-IRC Engineering, lno. 04/20/98 10:47 FAX 2146307070 IIBC ENGINEERING CONCRETE COMPRESSIVE STRENGTH TEST Date of Service: 04/02/! 998 Report No.: 9808761 Client No.: 52617000 Project No.: 43-2452 Client: Lincoln Propcrty Compm~y Project: 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Coppell Belt Lit Coppell Services: Obtain samples of fresh concrete at the placement locations, perform requi compressive strength samples,** SLtJMP: AIR: TT~T METHOD: cowrsAcToa: Buder Construction CONCRF;I'I~ SUPPLIER: Pioneer Concrete rLA~rr: 27 SPECIFICATION REQUIREMENTS $'rgENc-rx: 4000 psi ~ 28 Days 5" N/A ASTM C- 143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS; 9349 ecAC£m~rt DATE: 04/02/1998 Te~S~Lr.~: 10:50 am ay. SAIV~LE LOCATION: K.5-6.5 CYI,INOI~R MARleD SET NO. REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inchc~) TESTED {dayl) 0bi. 6 1 5.00 04/09/1998 7 102190 6 2 5.00 04/09/1998 7 106690 Average 6 3 5.00 04/30/1998 28 6 4 5,00 04130/I998 28 This rcpo~, is exclusively lbr the use office client indicated above and shall nor be reproduced except in full without the · 0IAK Pap 6 of 8 007/009 ENOINEERIi~. INC. 8901 Carpenter Frwy., Suite #100 Dallas, Tez~ 75247 Report Date 04/13/1998 .97 Business Center II e Rd. & Lakeshore Dr. Texas 'ed field test and cast BATCH 'rIME: 10:17 am )amon Elrod Ioudy · ~ONCRETE: 80 F ~no: 659142 liT WEIGIIT (pc0; N/A ,,~mUL~xnre yAm)s: 580 COMPRF.~SIVE STRF, NGTH (~i) 3610 3-/70 3690 TYPE fiRen appmvM ofHBC Engi~e~dng, Inc. 04/20/98 10:47 FAX 2146307070 I~C ENGI.NEERING CONCRETE COMPRESSIVE STRENGTH TEST Date of Service: 04/02/1998 ReportNo.: 9808768 Client No.: 52617000 Project No.: 43-2452- Client: Lincoln Property Company Project: 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dalla~ TX 75201-3394 Services: Obtain samples of fresh concrete at the placement locations, perform requit compressive strength samples.** b~i'RENG'FH: SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER; Pioneer Concrete PLANT: 27 SPECIFICATION REQUIR£MZNTS 4000 psi ~ 28 Days N/A ASTIv[ C- 143 ASTM C-172 ASTM C-39 PROJECT DATA conc-~'r~ cta~,s: 9349 PLACEMENT DATE: 04/02/199 8 'FIM~MPL[D: 12:15 pm W~ATH~R COND~IONS= P~ly ~o: 526 ~ co~ (%~: ~/A P~M~ LO~TION: ~ p~ I SAMPLE LOCATION: J-7.5 REPORT OF TESTS CYLINDER M EASt] RED MAXIMUM MARKED SLUMP DATE ACE LOAD $1~'i' - NO. (inch.) TF..~FED (day~) (Ib~ force) 7 I 5.25 04/09/1998 7 97620 7 2 5.25 04/09/199 $ 7 102390 Average 7 3 5.25 04/30/1998 28 7 4 5.25 04/30/1998 28 This rcpo~ i.~ cxclusivcly for z[~e use of thc clicn[ indic,~ed above and shall not be reproduced except in lull withouL the 01AK Pap 7 of 8 008/009 EN~, INC. 8901 Carpenter Ftnwj., Suite #100 Dallas, Te.~_a_~ 75247 Repo~ Da~ 04/13/1998 97 Coppell ~ ~u~iness Center II Belt Lin~ Rd. & ~k~hore Dr. Coppell, Texas ~d field test and c~t BATC~ TIME: N/A ~amon Elrod ~udy g C ONC~; 80 F ~C~:T ~O: 659156 t~N ~ w[lG~ (pcO: ~/A Al :CUMULATIVE YARDS: 680 COMPRF~SlVE STRENGTK FRACTUI~ (psi) T~E 3450 3620 3540 ritten approval of HBC Engineering, Inc.. 04/20/95 10:47 FAX 2146307070 HBC ENGIN~..ERING CONCRETE COMPRESSIVE STRENGTH TEST Date of Service: 04/02/I 998 Report No.: 9808768 Client No.: 52617000 Project No.: 43-2452. Client: Lincoln Property Company . 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Project: Coppell Belt Lin Coppeil, Services: Obtain samples of fresh concrete at ~he placement locations, perform r~uir compressive strength samples.** ~009/009 8901 Carpenter Frwy. Suite #100 Dallas, Texas 75Z47 Report Date 04/13/I998 97 3usiness Center I1 ~ Rd. & Lakeshore Dr. Texas field test and cast ~fRENGTH: SLUMP: AIR: TE~-F METHOD: CONTRACTOR: Butler Construction CONCRETI$ SUPPLIF...R: Pioneer Concrete PLANT: 27 SPECIFICATION REQUIREMENTS 4000 psi (~ 28 Days 5" N/A ASTM C-143 ASTM C-172 ASTM C-39 SAMPLE LOCATION: L-8.5 CYL~DER MARKED S~t' NO. MEASURED SLUMP (inchcs) 8 I $.00 8 2 5.00 8 3 5.00 8 4 5.00 PROJECT DATA CONCreTE C~: 9349 PLACEMENT DATIr-: 04/0211998 · rIME SAMrL£D: 2:00 pm wr~'r~R COnmT~OnS: Partly cl TEMPERATURE (Fi TRUCKNO: 658 TICIO AiR CONTENT (%): PLACEMENT LOCATION: See psgo 1 REPORT OF TESTS MAXIMUM DATE AGE LOAD TF,,b~TED (days) (lbs. force) 0410911998 7 96700 04/09/1998 7 98950 Average 04/30/1998 28 04/30/1998 28 Al BATCI-ITIIg~: 12:55 pm ~amon Elrod ~udy 0NCRETE: 80 F ,T NO: 616:321 CF WEIGIIT (PC0: N/A :CUMUI~A,TIYg YARDS: 780 COMPRESSIVE STRENGTH (psi) 3420 3500 3460 TYPE T~hnlcla.: Damon EIr0d Report Distribution: (i) Lincoln Property Company (I) Butlor Construction (1) O'Bricn & As.socia:cs (1) A~CC, ~nc, 01 Started: 3:00 am Finished: 6:00 pm .~ (I) Ci~, of Coppell/Btdl. Imp. (I) City o£CoppelllConstr, inSp. This rcporc is exclusively Iht thc usc of thc orient indicated above and shall not be reproduced except in full without thc Page 8 ut'8 ~-ugene Warlr6ur Vice Prcsidant rittan approval Of HBO Engineering. Inc. REPORT OF DRILLE PIER INSPECTION Date of Service: Client No.: Client: 03/26/1998 52617000 Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Report No.: 9808227 Project No.: 43-2452. Project: Coppell Belt Lira Coppell, Services: Drilled pier inspection. On this date, an HBC Engineering jobsite as scheduled for drilled layed out for drillers. technician arrived at the above ref. pier inspection. Once on the job, Technician Time: Technician: Brian Otis Report Distribution: (I) Lincoln Property Company (I) Butler Construction (I) O'Brien & Associates (!) AECC, Inc. 6:00am to 9:00am (1) City of Coppell/Bldg. lnsp. (1) City of Coppell/Constr. Insp. 97 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 04/13/1998 3usiness Center II : Rd. & Lakeshore Dr. Texas ~renced piers were ng, Inc. This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without the wt 99MP Page 1 of I Eugene Harbour Vice President ttten approval of HBC Engineering, Inc. CONCRETE COMPResSIVE STRENGTH Date of Service: 03/I 2/1998 Report No.: Client No.: 52617000 Project No.: Client: Lincoln Property Company Project: 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 9807108 43 -2452. Coppell Belt Lin, Coppell, Services: Obtain samples of fresh concrete at the placement locations, perform requir compressive strength samples.** SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 22 SPECIFICATION REQUIREMENTS STRENGTH: 3500 psi ~ 28 Days 4" N/A ASTM C- 143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 933 7 PLACEMENT DATE: 03/12/1998 TIME SAMPLED: 1:48 pm BY: lq WEATHER CONDITIONS: Cloudy, TEMPERATURE (F) - AIR 56 F O TRUCK NO: 556 TICKE AIR CONTENT (%): N/A ONi PLACEMENT LOCATION: Piers, Building D SAMPLE LOCATION: 6-K, 6-L, 4-B CYLINDER MARKED SET NO. MEASURED SLUMP (inches) 1 1 5.75 1 2 5.75 I 3 5.75 1 4 5.75 Technician time on report REPORT OF TESTS MAXIMUM DATE AGE LOAD TESTED (days) (lbs. force) 03/19/1998 7. 111150 03/19/1998 7 114860 Average 04/09/1998 28 138280 04/09/1998 28 134620 Average 9807107. AC Technician: Brian Otis Report Distribution: (1) Lincoln Property Company (I) Butler Construction (I) O'Brien & Associates (I) AECC. Inc. Started: Finished: I'~ (1) City of Coppell/BIdg. Insp. ( I ) CiW of Coppeli/Constr. lnsp. This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without the wr 01AK Page I of I .97 ENGINF_.ERIN3, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 04/13/1998 Business Center II : Rd. & Lakeshore Dr. Texas :d field test and cast BATCH TIME: 1:27 pm rian Otis ,dndy, cool )NCRETE: 62 V NO: 652231 'WEIGHT (pc0: N/A UUMULATIVE YARDS: 2OMPRESSIVE STRENGTH (psi) 3930 4060 4000 4890 4760 4830 10 lnc. Vice President ten approval of HBC Engineering, Inc. Date of Service: 04/01/1998 Client No.: 52617000 Report No.: 980866! Project No.: 43-2452.97 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 04/13/1998 Client: Services: SLUMP: AIR: TEST METHOD: Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Project: Coppetl Belt Lin Coppell Obtain samples of fresh concrete at the placement locations, perform requi~ compressive strength samples.** Butler Construction Pioneer Concrete 27 CONTRACTOR: CONCRETE SUPPLIER: PLANT: SPECIFICATION REQUIREMENTS STRENGTH: 3500 psi @ 28 Days 5" 3-6% ASTM C- 143 ASTM C- 172 ASTM C-39 0iMP SAMPLE LOCATION: Panel 82 PROJECT DATA CONCRETE CLASS: 9337 PLACEMENT DATE: 04/01 / 1998 TIME SAMPLED: 4:35 am WEATHER CONDITIONS: Clear, TEMPERATURE (F) - AIR 53 TRUCK NO: 546 AIR CONTENT (%): N/A PLACEMENT LOCATION: Panels 80 - 92 REPORT OF TESTS CYLINDER MEASURED MAXIMUM MARKED SLUMP DATE AGE LOAD SET NO. (inches) TESTED (days) (lbs. force) Business Center II e Rd. & Lakeshore Dr. Texas 1 1 5.50 04/08/1998 7 104170 I 2 5.50 04/08/1998 7 106660 Average 1 3 5.50 04/29/1998 28 1 4 5.50 04/29/1998 28 ed field test and cast BATCHTIME: 4:05 am ,ddie Elrod ,ol and starry CUMULATIVE YARDS: 60 COMPRESSIVE STRENGTH (psi) 3680 3770 3730 FRACTURE TYPE :ten approval of HBC Engineering, Inc. This rcport is exclusively/bt the use of the client indicated above and shall not be reproduced except in full without thc wri Page 1 of 2 A£ F CONCRETE: 63 r. TICmTNO: 659002 UN IT WEIGHT (pc0: N/A -CONCRETE COMPR " SIVE STRENGTH TEL" Date of Service: 04/01/1998 Client No.: 52617000 Client: Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Report No.: 980866: Project No.: 43-245~ Project: Coppeil Belt Lin Coppell, Services: Obtain samples of fresh concrete at the placement locations, perform requit compressive strength samples.** SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 27 SPECIFICATION REQUIREMENTS STRENGTH: 3500 psi ~ 28 Days 5" 3-6% ASTM C- ! 43 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9337 PLACEME~rr DATE: 04/01 / 1998 TIME SAMPLED: 5: 15 am BY: 1: WEATHER CONDITIONS: Clear an~ TEMPERATURE (F) - AIR 53 F C TRUCK NO: 1803 TIC~ AIR CONTENT (%): N/A UN~ PLACEMENT LOCATION: Panels 80 - 92 SAMPLE LOCATION: Panel 88 CYLINDER MEASURED MARKED SLUMP SET NO. (inches) 2 I 5.00 2 2 5.00 2 3 5.00 2 4 5.00 REPORT OF TESTS MAXIMUM DATE AGE LOAD TESTED (days) (lbs. force) 04/08/1998 04/08/1998 04/29/1998 04/29/1998 7 103820 7 100440 Average 28 28 AC ENGINEERING, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 -97 Report Date 04/13/1998 Business Center II ~ Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: 4:47 am ddie Elrod cool NCRETE: 65 F TNO: 659010 T WEIGHT (pcf): N/A UUMULATIVE YARDS: 2OMPRESSIVE STRENGTH (psi) .3670 3550 3610 140 FRACTURE TYPE Technician: Eddie Elrod Report Distribution: (I) Lincoln Property Company (I) Butler Construction (I) O'Brien & Associates (1) AECC, Inc. 0IMP Started: 3:00 am (l) City of Coppell/BIdg. Insp. (I) City of Coppell/Constr. insp. Finished: 6:30 am g, Inc. This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without the wr Page 2 of 2 ;ugene Harbour Vice President ten approval of HBC Engineering, Inc. 'CONCRETE COMPIL' SIVE STRENGTH TED Date of Service: 03/12/1998 Report No.: Client No.: 52617000 Project No.: Client: Lincoln Property Company Project: 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 980709 43-245; Coppell Belt Lit Coppell Services: Obtain samples of fresh concrete at the placement locations, perform requi compressive strength samples.** SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 22 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 4" N/A ASTM C- 143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9349 PLACEMENT DATE: 03/12/1998 TIME SAMPLED: 10:30 am BY: WEATHER CONDITIONS: Sunny, TEMPERATURE (F) - AIR 40 F ( TRUCK NO: 841 TICK] AIR CONTENT (%): N/A u~ PLACEMENT LOCATION: Slab-on-grade, Building C floor, lines 5-7, Jd SAMPLE LOCATION: 5J, 8'E CYLINDER MARKED SET NO. REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inches) TESTED (days) (lbs. force) I I 4.00 03/I 9/1998 7 139140 1 2 4.00 03/19/1998 7 137480 Average I 3 4.00 04/09/1998 28 151930 I 4 4.00 04/09/1998 28 148790 Average A( This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without the ~ 01AK Page I of 5 ENGINEERING, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 04/13/1998 .97 Business Center II e Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: 10:05 am ack Fan'is :old ~ONCRETE: 57 F ;TNO: 652181 IT WEIGHT (pc/): N/A 2UMULATIVE YARDS: 40 COMPRESSIVE STRENGTH (psi) 4920 4860 4890 5370 5260 5320 FRACTURE TYPE itten approval of HBC Engineering, Inc. 'CONCRETE COMPR? ,SIVE STRENGTH Date of Service: Client No.: Client: 03/I 2/1998 52617000 Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Report No.: 980709, Project No.: 43-2452 Project: Coppell Belt Lin, Coppell, Services: Obtain samples of fresh concrete at the placement locations, perform requir compressive strength samples.** SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 22 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 4" N/A ASTM C- 143 ASTM C~ 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9349 PLACEMENT DATE: 03/12/1998 TIME SAMPLED: I 1:45 am BY: J~ WEATHER CONDITIONS: Sunny, c TEMPERATURE (Fi - AIR 42 F C~ TRUCK NO: 736 TICKE AIR CONTENT (%): N/A UNI PLACEMENT LOCATION: See page I SAMPLE LOCATION: 6L, 3'E/2'S CYLINDER MARKED SET NO. REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inches) TESTED (days) (lbs. force) 2 1 4.75 03/19/1998 7 115870 2 2 4.75 03/19/1998 7 115170 Average 2 3 4.75 04/09/1998 28 142190 2 4 4.75 04/09/1998 28 144570 Average AC This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without the wril 01AK Page 2 of 5 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 04/13/1998 .97 Business Center II : Rd. & Lakeshore Dr. Texas ~d field test and cast BATCH TIME: 11:15 am tek Farris ~ld )NCRETE:. 59 V rNo: 652193 T WEIGHT (pcO: N/A ~UMULATIVE YARDS: 2OMPRESSIVE STRENGTH (psi) 4100 4070 4090 5030 5110 5070 140 FRACTU~ TYPE ten approval of HBC Engineering, Inc. 'CONCRETE COMP1;Le' SIVE STRENGTH Date of Service: Client No.: Client: Services: 03/12/1998 Report No.: 980709z 52617000 Project No.: 43-2452 Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Project: Coppell Belt Lin Coppell, Obtain samples of fresh concrete at the placement locations, perform requil compressive strength samples.** SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 22 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 4" N/A ASTM C- 143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9349 PLACEMENT DATE: 03/12/1998 TIME SAMPLED: 12:50 pm BY: J~ WEATHER CONDITIONS: Cold, SU~ TEMPERATURE (F) - AIR 41 F C TRUCK NO: 373 TICK~ AIR CONTENT (%): N/A UN~ PLACEMENT LOCATION: See page I SAMPLE LOCATION: 7N, YW/2'S REPORT OF TESTS CYLINDER MEASURED MAXIMUM MARKED SLUMP DATE AGE LOAD SET NO. (inches) TESTED (days) (lbs. force) 3 I 4.25 03/19/1998 7 137450 3 2 4.25 03/19/1998 7 139750 Average 3 3 4.25 04/09/1998 28 174390 3 4 4.25 04/09/1998 28 170530 Average AC This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without the wril 01AK Page 3 of 5 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 04/13/1998 97 Business Center II : Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: 12:19 pm tek Farris tny 3NCRETE: 57 F YNO: 652211 T WEIGHT (pet): N/A ~UMULATIVE YARDS: 240 UOMPRESSIVE STRENGTH (psi) 4860 4940 4900 6170 6030 6100 ten approval of HBC Engineering, Inc. CONCRETE COMPR_C"3SIVE STRENGTH Date of Service: Client No.: Client: Services: 03/12/1998 Report No.: 980709. 52617000 Project No.: 43-245; Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Project: Coppell Belt Lit Coppell Obtain samples of fresh concrete at the placement locations, perform requi: compressive strength samples.** SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 22 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 4" N/A ASTM C- 143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9349 PLACEMENT DATE: 03/12/1998 TIME SAMPLED: 2:25 pm BY: WEATHER CONDITIONS: Cloudy TEMPERATURE (F) - AIR 55 F C TRUCK NO: 1805 TICK~ AIR CONTENT (%): N/A UN PLACEMENT LOCATION: See page I SAMPLE LOCATION: 5P, YW/5'N CYLINDER MEASURED MARKED SLUMP DATE SET NO. (inches) TESTED 4 1 5.00 03/19/1998 4 2 5.00 03/19/1998 4 3 5.00 04/09/1998 4 4 5.00 04/09/1998 REPORT OF TESTS MAXIMUM AGE LOAD (days) (lbs. force) 7 131520 7 133800 Average 28 148890 28 151580 Average AC This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wri 01AK Page 4 of 5 ENGINEERING, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 ,97 Report Date 04/13/1998 Business Center II e Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: 2:00 pm ack Farris cold ONCRETE: 60 F ,T NO: 652235 IT WEIG~rr (pc0: N/A CUMULATIVE YARDS: 330 UOMPRES~IVE STRENGTH (psi) 4650 4730 4690 5270 5360 5320 FRACTURE TYPE :eh approval of HBC Engineering, Inc. CONCRETE COMPR ' SIVE STRENGTH ENGINF_ERING, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Date of Service: 03/12/1998 Report No.: 980' Client No.: 52617000 Project No.: 43-24 Client: Lincoln Property Company Project: Coppell 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Belt Lit Dallas TX 75201-3394 Coppell Services: .97 Report Date 04/13/1998 Obtain samples of fresh concrete at the placement locations, perform requi~ compressive strength samples.** CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 22 SPECIFICATION REQUIREMENTS PROJECT DATA CONCRETE CLASS: 9349 PLACEMENT DATE: 03/12/1998 TIME SAMPLED: 3:55 pm WEATHER CONDITIONS: Cloudy~ Business Center II e Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: 3:20 pm ack Farris cold STRENGTH: SLUMP: AIR: TEST METHOD: 4000 psi ~ 28 Days 4" N/A ASTM C-143 ASTM C- 172 ASTM C-39 SAMPLE LOCATION: 6Q, 2'W CYLINDER MEASURED MARKED SLUMP SET NO. (inches) 5 1 4.75 5 2 4.75 5 3 4.75 5 4 4.75 DATE TESTED 03/19/1998 03/19/1998 04/09/1998 04/09/1998 TEMPERATURE (F)-AIR 52 F C TRUCK NO: 730 TICK[ AIR CONTENT (%): N/A UN PLACEMENT LOCATION: '" See page I REPORT OF TESTS MAXIMUM AGE LOAD (days) (lbs. force) 7 137520 7 134880 Average 28 168380 28 162100 Average Technician: Jack Farris Report Distribution: (l) Lincoln Property Company (l) Butler Construction ( I ) O'Brien & Associates (I) AECC, Inc. AC Started: 9:30 am Finished: 5:30 pm H~ ( I ) City of Coppell/BIdg. lnsp. (I) City ofCoppell/Constr. Insp. This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without the wri DNCRETE: 60' F TNO: 652258 :TWEIGHT(pc0: N/A CUMULATIVE YARDS: 410 UOMPRESSIVE STRENGTH (psi) 4860 4770 4820 5950 5730 5840 .ugene Harbour Vice President FRACTURE TYPE en approval of HBC Engineering, Inc. 01AK Page 5 of 5 'CONCRETE COMPRL"' SIVE STRENGTH TEb"' ; Date of Service: Client No.: Client: 04/02/1998 52617000 Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Report No.: 9808761] Project No.: 43-2452 Project: Coppell Belt Lin. Coppell, Services: Obtain samples of fresh concrete at the placement locations, perform requir compressive strength samples.** SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 27 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 5" N/A ASTM C- 143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9349 PLACEMENT DATE: 04/02/1998 TIME SAMPLED: 4:45 am BY: l' WEATHER CONDITIONS: Partly cl TEMPERATURE (F) - AIR 65 F C TRUCK NO: 652 TIC~ AIR CONTENT (%): N/A UN PLACEMENT LOCATION: Building D slab, J-M and 1-9 SAMPLE LOCATION: L.5-1.5 CYLINDER MARKED SET NO. REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inches) TESTED (days) (lbs. force) I I 4.75 04/09/1998 7 84180 1 2 4.75 04/09/1998 7 85120 Average 1 3 4.75 04/30/1998 28 I 4 4.75 04/30/1998 28 A( This report is exclusively tbr tile use of the client indicated above and shall not be reproduced except in full without the v 01AK Page I of 8 ENGINEERING, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 .97 Report Date 04/13/1998 Business Center II ~ Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: N/A lamon Elrod >udy ONCRETE: 72 F T NO: 659085 IT WEIGHT (pc0: N/A iCUMULATIVE YARDS: 2OMPRESSIVE STRENGTH (psi) 2980 3010 3000 80 FRACTURE TYPE itten approval of HBC Engineering, Inc. CONCRETE COMPRi. $SIVE STRENGTH TEb £ Date of Service: 04/02/1998 Report No.: Client No.: 52617000 Project No.: Client: Lincoln Property Company Project: 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 980876~ 43 -2452 Coppell Belt Lin Coppell, Services: Obtain samples of fresh concrete at the placement locations, perform reqml compressive strength samples.** SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 27 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 5" N/A ASTM C- 143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9349 PLACEMENT DATE: 04/02/1998 TIME SAMPLED: 5:45 am BY: WEATHER CONDITIONS: Partly TEMPERATURE (F) - AIR 67 TRUCK NO: 582 AIR CONTENT (%): N/A PLACEMENT LOCATION: See page I SAMPLE LOCATION: J.5-2.5 CYLINDER MARKED SET NO. REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inches) TESTED (days) (lbs. force) 2 1 5.50 04/09/1998 7 75890 2 2 5.50 04/09/1998 7 77260 Average 2 3 5.50 04/30/1998 28 2 4 5.50 04/30/1998 28 Note: Technician was at one pump while concrete driver controlled other pump. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the 01AK Page 2 of 8 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 04/13/1998 -97 Business Center II e Rd. & Lakeshore Dr. Texas ed field test and east BATCH TIME: 5:40 am )amon Elrod vudy F · (20NCRETE: 70 F TICm:TNO: 659105 UN IT WEIGHT (pc0: N/A A( :CUMULATIVE YARDS: 180 COMPRESSIVE STRENGTH (psi) 2680 2730 2710 ater from the FRACTURE TYPE wa itten approval of HBC Engineering, Inc. CONCRETE COMPRt SIVE STRENGTH Date of Service: 04/02/1998 Report No.: Client No.: 52617000 Project No.: Client: Lincoln Property Company Project: 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 9808768 43-2452. Coppeli Belt Lin~ Coppell, Services: Obtain samples of fresh concrete at the placement locations, perform requir compressive strength samples.** SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 27 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 5" N/A ASTM C- 143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9349 PLACEMENT DATE: 04/02/1998 TIME SAMPLED: 7:10 am BY: I~ WEATHER CONDITIONS: Partly ch TEMPERATURE (F) - AIR 67 F C, TRUCK NO: 582 TICKE AIR CONTENT (%): N/A UN] PLACEMENT LOCATION: See page 1 SAMPLE LOCATION: L-3.5 CYLINDER MARKED SET NO. REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inches) TESTED (days) (lbs. force) 3 I 5.00 04/09/1998 7 101560 3 2 5.00 04/09/1998 7 103330 Average 3 3 5.00 04/30/1998 28 3 4 5.00 04/30/1998 28 AC This report is exclusively t~r the use of the client indicated above and shall not be reproduced except in full without the wri 01AK Page 3 of 8 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 .97 Report Date 04/13/1998 Business Center II ,' Rd. & Lakeshore Dr. Texas ~d field test and east BATCH TIME: 6:35 am amon Elrod )udy )NCRETE: 70 F rNO: 659105 T WEIGHT (pc0: N/A CUMULATIVE YARDS: 280 ~OMPRESSIVE STRENGTH (psi) 3590 3650 3620 FRACTURE TYPE ~ten approval of HBC Engineering, inc. CONCRETE COMPR r' SIVE STRENGTH Date of Service: 04/02/1998 Report No.: Client No.: 52617000 Project No.: Client: Lincoln Property Company Project: 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 9808768 43 -2452. Coppeli Belt Lint Coppell, Services: Obtain samples of fresh concrete at the placement locations, perform requiv compressive strength samples.** SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 27 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 5" N/A ASTM C- ! 43 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9349 PLACEMENT DATE: 04/02/1998 TIME SAMPLED: 8:05 am BY: I~ WEATHER CONDITIONS: Partly ch TEMPERATURE (F) - AIR 69 F C, TRUCK NO: 823 TICKE AIR CONTENT (%): N/A PLACEMENT LOCATION: See page I SAMPLE LOCATION: K-4.5 REPORT OF TESTS CYLINDER MEASURED MAXIMUM MARKED SLUMP DATE AGE LOAD SET NO. (inches) TESTED (days) (lbs. force) 4 1 5.00 04/09/1998 7 85720 4 2 5.00 04/09/1998 7 84700 Average 4 3 5.00 04/30/1998 28 4 4 5.00 04/30/1998 28 AC This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wril 01AK Page 4 of 8 ENGINEERING, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 97 Report Date 04/13/1998 3usiness Center II : Rd. & Lakeshore Dr. Texas field test and cast BATCH TIME: N/A amon Elrod ~udy )NCRETE: 70 F NO: 659116 'WEIGHT (pc0: N/A ~UMULATIVE YARDS: 380 2OMPRESSIVE STRENGTH (psi) 3030 3000 3020 FRACTURE TYPE ten approval of HBC Engineering, Inc. CONCRETE COMPI SIVE STRENGTH TED Date of Service: 04/02/1998 Report No.: Client No.: 52617000 Project No.: Client: Lincoln Property Company Project: 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 980876~ 43-2452 Coppell Belt Lin Coppell: Services: Obtain samples of fresh concrete at the placement locations, perform requit compressive strength samples.** SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 27 SPEClgICATION REQUIREMENTS STRENGTH: 4000 psi ~ 28 Days 5" N/A ASTM C- 143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9349 PLACEMENT DATE: 04/02/1998 TIME SAMPLED: 10:05 am BY: WEATHER CONDITIONS: Partly c TEMPERATURE (F) - AIR 71 F C TRUCK NO: 808 TICK[ AIR CONTENT (%): N/A UN PLACEMENT LOCATION: See page I SAMPLE LOCATION: J-5.5 CYLINDER MARKED SET NO. REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inches) TESTED (days) (lbs. force) 5 1 5.75 04/09/1998 7 108650 5 2 5.75 04/09/1998 7 106180 Average 5 3 5.75 04/30/1998 28 5 4 5.75 04/30/1998 28 A£ Note: Potter Concrete controlled water while technician was at anot This report is exclusively tbr thc use of the client indicated above and shall not be reproduced except in full without the wri 01AK Page 5 of 8 ENGINEERING, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 -97 Report Date 04/13/1998 Business Center II ~ Rd. & Lakeshore Dr. Texas ed field test and cast BATCH TIME: 9:57 am tamon Elrod ~udy [~NCRETE: 70 F TNO: 659126 WEIGHT (pcO: N/A CUMULATIVE YARDS: 480 COMPRESSIVE STRENGTH (psi) 3840 3750 3800 her pump. Ren approval of HBC Engineering, Inc. CONCRETE COMPIL C'N SIVE STRENGTH Date of Service: Client No.: Client: 04/02/1998 52617000 Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Report No.: 9808761 Project No.: 43-245~ Project: Coppell Belt Coppell Services: Obtain samples of fresh concrete at the placement locations, perform requi: compressive strength samples.** SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 27 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi @ 28 Days 5" N/A ASTM C- 143 ASTM C-172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9349 PLACEMENT DATE: 04/02/1998 TIME SAMPLED: 10:50 am BY: WEATHER CONDITIONS: Partly ( TEMPERATURE (F) - AIR 75 F ( TRUCKNO: 848 TICK] AIR CONTENT (%): N/A u~ PLACEMENT LOCATION: Sec page I SAMPLE LOCATION: K. 5-6.5 CYLINDER MARKED SET NO. REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inches) TESTED ~ (days) (lbs. force) 6 1 5.00 04/09/1998 7 102190 6 2 5.00 04/09/1998 7 106690 Average 6 3 5.00 04/30/1998 28 6 4 5.00 04/30/1998 28 This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without the ~ 01AK Page 6 of 8 ENGINEERING, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 -97 Report Date 04/13/1998 Business Center II e Rd. & Lakeshore Dr. Texas ed field test and east BATCH TIME: 10:17 am )amon Elrod oudy !ONCRETE: 80 F ;TNO: 659142 IT WEIGHT (pcf): N/A ;CUMULATIVE YARDS: COMPRESSIVE STRENGTH (psi) 3610 3770 3690 580 itten approval of HBC Engineering, Inc. CONCRETE COMPR.r' SIVE STRENGTH Date of Service: 04/02/1998 Report No.: Client No.: 52617000 Project No.: Client: Lincoln Property Company Project: 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 980876~ 43-2452 Coppell Belt Lin Coppell, Services: Obtain samples of fresh concrete at the placement locations, perform requil compressive strength samples.** SLUMP: AIR: TEST METHOD: CONTRACTOR: Butler Construction CONCRETE SUPPLIER: Pioneer Concrete PLANT: 27 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi (~ 28 Days 5" N/A ASTM C-143 ASTM C- 172 ASTM C-39 PROJECT DATA CONCRETE CLASS: 9349 PLACEMENT DATE: 04/02/1998 TIME SAMPLED: 12:15 pm BY: WEATHER CONDITIONS: Partly TEMPERATURE (F)-AIR 78 TRUCK NO: 526 AIR CONTENT (%): N/A PLACEMENT LOCATION: See page I SAMPLE LOCATION: J-7.5 CYLINDER MARKED SET NO. REPORT OF TESTS MEASURED MAXIMUM SLUMP DATE AGE LOAD (inches) TESTED (days) (lbs. force) 7 1 5.25 04/09/1998 7 97620 7 2 5.25 04/09/1998 7 102390 Average 7 3 5.25 04/30/1998 28 7 4 5.25 04/30/1998 28 This report is exclusively tbr the use of the Client indicated above and shall not be reproduced except in full without the wr 01AK Page 7 of 8 ENGINEERllq3, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Report Date 04/13/1998 -97 Business Center II : Rd. & Lakeshore Dr. Texas ed field test and east BATCH TIME: N/A ~amon Elrod audy F C DNCRETE: 80 F TICK~ T NO: 659156 UN IT WEIGHT (pc/): N/A A( CUMULATIVE YARDS: 680 COMPRESSIVE STRENGTH (psi) 3450 3620 3540 FRACTIJRE TYPE ttcn approval of HBC Engineering, Inc. 'CONCRETE COMPR SIVE STRENGTH Date of Service: 04/02/1998 Client No.: Client: Services: 52617000 Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Report No.: 9808768 Project No.: 43-2452 Project: Coppell Belt Lin. Coppeil, Obtain samples of fresh concrete at the placement locations, perform requir compressive strength samples.** PROJECT DATA CONTRACTOR: Butler Construction CONCRETE CLASS: 9349 CONCRETE SUPPLIER: Pioneer Concrete PLACEMENT DATE: 04/02/1998 PLANT: 27 TIME SAMPLED: 2:00 pm BY: [ SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Partly el, STRENGTH: 4000 psi ~ 28 Days TEMPERATURE (F)-AIR 80 F C SLUMP: 5" TRUCKNO: 658 TICK[ AIR: N/A AIR CONTENT (%): N/A UNI TEST METHOD: ASTM C- 143 PLACEMENT LOCATION: ASTM C- 172 sec page 1 ASTM C-39 SAMPLE LOCATION: L-8.5 REPORT OF TESTS CYLINDER MEASURED MAXIMUM MARKED SLUMP DATE AGE LOAD SET NO. (inches) TESTED (days) (lbs. force) 8 1 5.00 04/09/1998 7 96700 8 2 5.00 04/09/1998 7 98950 Average 8 3 5.00 04/30/1998 28 8 4 5.00 04/30/1998 28 AC ENGINEERING, INC. 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 -97 Report Date 04/13/1998 Business Center II .~ Rd. & Lakeshore Dr. Texas ed field test and cast BATCHTIME: 12:55 pm ,amon Elrod >udy ~)NCRETE: 80 F TNO: 616321 T WEIGHT (pcf}: N/A CUMULATIVE YARDS: 780 COMPRESSIVE STRENGTH (psi) 3420 3500 3460 ReportTechnician:Distribution:Dam°n Elrod Started: 3:00 am Finished: 6:00 pm H~ .~ ~ Enginee~[nc~. (I) Lincoln Property Company (I) City ofCoppell/BIdg. Insp. ] :~ugene lq~r~'6u r (1) Butler Construction (I) City ofCoppell/Constr. Insp. (1) O'Brien & Associates ~ Vice President (I) AECC. Inc. / This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without the wrilten approval of HBC Engineering, Inc. . Page 8 of 8 01AK