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121 BP Phase 1-LR 990803 GEOTECHNICAL AND ~ I~J I'-I U F~ ENVIRONP1ENTAL CONSULTANTS REPORT OF FOOTING OBSERVATION 121 Business Park - Buildings B-D 601,651,701 and 751 Canyon Drive Coppell, Texas REPORTED TO: The Industrial Group REPORT NO. 21 P.O. Box 802047 REPORT DATE: 08-03-99 Dallas, Texas 75380-2047 REG PROJECT NO. 5607 ATTN: Mr. John Walsh TECHNICIAN: B. Ray PAGE: 1 of 5 CONTRACTOR: Westcliffe, Inc. Building 2 (751 Canyon Drive) Required Actual Date Footing ID Footing Type Footing Size Thickness Thickness (inches) (inches) (inches) 07-19-99 B-2 F-3 60 15.0 31.0 B-3 F-3 60 15.0 32.0 B-4.5 F-3 60 15.0 30.0 B-6 F-3 60 15.0 30.0 B-7.5 F-3 60 15.0 27.0 B-9 F-3 60 15.0 28.0 B- 10 F-3 60 15.0 26.0 C-10 F-3 60 15.0 32.0 D-10 F-3 60 15.0 26.0 E-10 F-3 60 15.0 24.0 E-9 F-3 60 15.0 26.0 E-7.5 F-3 60 15.0 24.0 E-6 F-3 60 15.0 28.0 E-4.5 F-3 60 15.0 28.0 F-4.5 F-3 60 15.0 33.0 E-3 F-3 60 15.0 27.0 E-2 F-3 60 15.0 30.0 F-7.5 F-3 60 15.0 26.0 A-7.5 F-3 60 15.0 30.0 C- 1 F-3 60 15.0 26.0 C-2 F-3 60 15.0 28.0 A-4,5 F-3 60 15.0 20.0 C- 11 F-3 60 15.0 30.0 D- 11 F-3 60 15.0 28.0 D- 1 F-3 60 15.0 31.0 D-2 F-3 60 15.0 30.0 E-8,5 F-4 48x48 24.0 32.0 E-6.5 F-4 48x48 24,0 31.0 2-t24 STUTZ DR · SUITE 400 · DALLAS -X 75'-.35 · TEL [2 4] 350 5600 · =AX [214] 350 0019 REPORT NO. 2! REPORT DATE: 08-03-99 REG PROJECT NO. 5607 PAGE: 2 of 5 Building 2 (751 Canyon Drive) '~.- :':.'- -:.:~ii "~i::~. . :i:~i:~::~:::.:~::.~:.i.i. :--ReqUi-~ed:~.~i:::- :::~:~:~:Act~al:.~.!: .~ Dat~ ..~;F°otingiD :Footing~Ype .::Footing:Size!;:: Thi~ness~: :.: ::i!!~: '::::i' :::.i .... . .... :~:~::~.:;.i i:i ::::~:!i:':'::'-.: '(inch~s)~:~.-~.;i.:~.:~.ii(in~i~eS)i.i' : ..... (in~t!e~)..:' i~ 07-19-99 E-5.5 F-4 48x48 24.0 34.0 E-3.5 F-4 48x48 24.0 37,0 D.8-1 F-4 48x48 24.0 30.0 D.8-2 F-4 48x48 24.0 24.0 B.2-2 F-4 48x48 24.0 34.0 B-5.5 F-4 48x48 24.0 28.0 B-6.5 F-4 48x48 24.0 34.0 B-8.5 F-4 48x48 24.0 33.0 B.2-10 F-4 48x48 24.0 34.0 C-3 F-2 48 15.0 24.0 C-4 F-2 48 15.0 29.0 C-5 F-2 48 15.0 27.0 C-6 F-2 48 15.0 26.0 C-7 F-2 48 15.0 22.0 07-22-99 C-8 F-2 48 15.0 31.0 C-9 F-2 48 15.0 27.0 D-3 F-2 48 15.0 22.0 D-4 F-2 48 15.0 25.0 D-5 F-2 48 15.0 25.0 D-6 F-2 48 15.0 27.0 D-7 F-2 48 15.0 26.0 D-8 F-2 48 15.0 29.0 D-9 F-2 48 15.0 40.0 D.8-10 F-4 48x48 24.0 26.0 F-8.5 F-4 48x48 24.0 24.0 F-6.5 F-4 48x48 24.0 24.0 F-5.5 F-4 48x48 24.0 26.0 B.2-11 F-4 48x48 24.0 26.0 Building 3 (701 Canyon Drive) ":iiDatei~i:.. Foo--'"':ting i::D Footing Typ~ ::::' Foot-:"'ing :Size. '":" :Requi~ed'"' .... ~: :':::~:'ACtUaI::'~: :': '':''~ Thickness~! ~'! ~: :: ~ .-ThicknesS'i :'~' ~'' . .:...:.(inCh~): :' (incheS)i:!iiiiiii!!:~i;:. :~ 07-22-99 E-2 F-3 60 15.0 21.0 E-3 F-3 60 15.0 28,0 E-4.5 F-3 60 15.0 28.0 F-4.5 F-3 60 15.0 25.0 E-5.5 F-3 60 15.0 19.0 F-5.5 F-3 60 15.0 16.0 E-7 F-3 60 15.0 19.0 E-9 F-3 60 15.0 20.0 F-9 F-3 60 15.0 22.0 E-10 F-3 60 15.0 17.0 F-lO F-3 60 15.0 20.0 E-11 F-3 60 15.0 18.0 F-11 F-3 60 15.0 17,0 E-13 F-3 60 15.0 15.0 E-14.5 F-3 60 15.0 19.0 REPORT NO. 21 REPORT DATE: 08-03-99 REG PROJECT NO. 5607 PAGE: 3 c~ 5 Building 3 (701 Canyon Drive) 'ii:::' ::~:::i ii:~ ......... ' " .... -' '~: ii:::'''':IIII-.' R:e, qUir~ii'i' ::i~i. iActual:~:ii:~.- .... :Date ::: :~ FOoting'iD': Footing~Fype.". FOOting:Size:: :.Th!Ckness~.::.:- ~:Thick~tes~'. '' . ':i~. '~i '::.':.:. :::. :'i::.~.:~.:.:~.::~i::~:::":'~ ::" (inches) .... 07-22-99 E-15.5 F-3 60 15.0 22.0 E-17 F-3 60 15.0 17,0 E-18 F-3 60 15.0 16,0 D-18 F-3 60 15.0 17,0 C-18 F-3 60 15.0 18.0 B-18 F-3 60 15.0 20,0 B-17 F-3 60 15,0 24,0 B-15.5 F-3 60 15.0 22.0 B-14.5 F-3 60 15.0 22.0 B-13 F-3 60 15.0 22.0 07-26-99 B-2 F-3 60 15.0 17.0 B-4.5 F-3 60 15.0 22.0 A-4.5 F-3 60 15.0 26.0 B-5.5 F-3 60 15.0 21.0 A-5.5 F-3 60 15.0 26.0 B-7 F-3 60 15.0 22.0 B-9 F-3 60 15.0 19.0 A-9 F-3 60 15.0 26.0 C-4 F-2 48 15.0 24.0 C-5 F-2 48 15.0 22.0 C-6 F-2 48 15.0 22.0 C-7 F-2 48 15.0 20.0 C-8 F-2 48 15.0 22.0 C-9 F-2 48 15.0 20.0 D-3 F-2 48 15.0 22.0 D-4 F-2 48 15.0 24.0 D-6 F-2 48 15.0 28.0 D-7 F-2 48 15.0 22.0 D-8 F-2 48 15.0 19.0 D-9 F-2 48 15.0 23.0 B-6.5 F-4 48x48 24.0 32.0 B-3.5 F-4 48x48 24.0 36.0 E-3.5 F-4 48x48 24.0 34.0 07-27-99 C-2 F-3 60 15.0 23.0 D-2 F-3 60 15.0 29.0 B-10 F-3 60 15.0 21.0 A-10 F-3 60 15.0 26.0 B-11 F-3 60 15.0 15.0 A-11 F-3 60 15.0 19.0 A-14.5 F-3 60 15.0 15.0 REPORT NO. 21 REPORT DATE: 08-03-99 REG PROJECT NO. 5607 PAGE: 4 of 5 Building 3 (701 Canyon Drive) ::~.: ~i: ~.~ :.. i~. :~.:: ::~ ~:!: .... :-:. :.~.~::~ii::::Re~uired :~i:::' Actuaii:: : ::! - Thickness -- Dite' FOoting !iD' FoOting'TYpe.:: Foo. ting~Size ' ThiCkneSS':;~:iii ........ ~ ..... es) -~ ..:(inChes): ..... :.~.!!:: .... ',:::!~:: . ., ,: .--::~ ........ ~ :::: ....... :(inch :.. :~. .-: ........ : ' 15.0 07-27-99 A-15.5 F-3 60 15,0 C-19 F-3 60 15.0 21.0 D-19 F-3 60 15.0 23.0 F-14.5 F-3 60 15.0 19.0 F-15,5 F-3 60 15.0 22.0 D-10 F-2 48 15.0 20.0 D-11 F-2 48 15.0 20.0 D-12 F-2 48 15.0 19.0 D-13 F-2 48 15.0 24.0 D-14 F-2 48 15.0 22.0 D-15 F-2 48 15.0 22.0 D-16 F-2 48 15.0 22.0 i D-17 F-2 48 15.0 21.0 ' C-17 F-2 48 15.0 19.0 C-16 F-2 48 15.0 22.0 0-15 F-2 48 15.0 20.0 0-14 F-2 48 15.0 19.0 C-13 F-2 48 15.0 17,0 C-12 F-2 48 15.0 16.0 C-11 F-2 48 15.0 17.0 C-10 F-2 48 15.0 17.0 *D-5 F-2 48 15.0 40.0 *C-3 F-2 48 15.0 22.0 *B-3 F-3 48 15.0 36.0 Building 4 (651 Canyon Drive) ' Required:! ! . . '-,:,:::.''" '~i~:: ' ;:.::.' .~::::~: .' ::~::~:::::: :~ .... . ....... ThicknesSti: ~ .Thi~kn~eS~.~i:~t.~ 'i Rate:i:~i F°otingi ~D:. Footing Typ~?: :-Footih~ Size ...... - - ....:~ ..:~::. : ..... ~:::::::i ::(inches) .... . .(i-n.~.e.s) .-::. ~'-:.:-~ ::~i~ (i:-h:~he~ii::-~ ~.'-~ " - ..... ' ::~:::' ' ': ":'"' !5.0 17.0 07-28-99 B-2 F-3 60 B-3 F-3 60 15.0 16.0 B-4.5 F-3 60 15.0 15.0 A-4.5 F-3 60 15.0 16.0 B-5.5 F-3 60 15.0 18.0 A-5.5 F-3 60 15.0 18.0 B-6.5 F-3 60 15.0 17.0 A-6.5 F-3 60 15.0 17.0 B-8 F-3 60 15.0 18,0 ~ B-10 F-3 60 15.0 18.0 i 60 15.0 19.0 i A-10 F-3 E- 10 F-3 60 15.0 17.0 F-10 F-3 60 15.0 18.0 E-8 F-3 60 15.0 16.0 E-6.5 F-3 60 15.0 17.0 F-6.5 F-3 60 15.0 16.0 E-5.5 F-3 60 15.0 16.0 F-6.5 F-3 60 15.0 18.0 E-4.5 F-3 60 15.0 16.0 07-28-99 F-4.5 F-3 60 15.0 19.0 REPORT NO. 2' REPORT DATE: C.~-C3-£-g REG PROJECT NO. PAGE: 5 of 5 Building 4 (651 Canyon Drive) rD.-Footing Type Footing:sizei.:;i::~i?h:ickness. -:-.ThiCknesS;;:::': Date 07-28-99 E-3 F-3 60 15.0 19.0 E-2 F-3 60 15.0 18.0 D-1 F-3 60 15.0 22.0 D-2 F-3 60 15.0 21.0 C-1 F-3 60 15.0 22.0 C-2 F-3 60 15.0 19.0 C-3 F-2 48 15.0 22.0 C-5 F-2 48 15.0 19.0 C-6 F-2 48 15.0 18.0 C-7 F-2 48 15.0 18.0 C-8 F-2 48 15.0 20.0 C-9 F-2 48 15.0 21.0 C-10 F-2 48 15.0 22.0 D-10 F-2 48 15.0 23.0 D-9 F-2 48 15.0 20.0 D-8 F~2 48 15.0 19.0 D-7 F-2 48 15.0 18.0 D-6 F-2 48 15.0 18.0 D-5 F-2 48 15.0 19.0 D-4 F-2 48 15.0 18.0 D-3 F-2 48 15.0 19.0 Distribution: (1) The Industrial Group/ Submitted by: Mr. John Walsh (1) Gromatzky Dupree & Associates/ REED ENGINEERING GROUP, INC. Mr. Bennett Foster (1) Westcliffe, Inc./Mr. Charlie Johnson Original Signed By (1) The Industrial Group/ Mr. Mac McC!ure James F. Phipps, P.E. (1) Campbell Associates/ AE/ve/je Mr. Randy Pliler (1) City of Coppell/Building Inspections (1) City of Coppell/Engineering Dept. (1) Bear Creek Construction/ Mr. Brian Holdgate GEOTECHN~CA- -'.1',~?, ~ I::;I r-i I I ~ ENV RONMENTAL CONSULT-'.NTS CONCRETE CYLINDER TEST REPORT 121 Business Park - Buildings B-D 601,651,701 and 751 Canyon Drive Coppell, Texas REPORTED TO: The Industrial Group REPORT NO. 31 P.O. Box 802047 REG PROJECT NO. 5(307 Dallas. Texas 75380-2047 SAMPLE DATE: 08-03-99 ATTN: Mr. John Walsh TECHNICIAN: B. Ray CONTRACTOR: Westcliffe. Inc. Location of Sample ! Set Number I Location t Quantity Represented 1 Bldg. #2 Piers: B.2/1 and B/3.5 5/5 Design Information Source of Concrete I Mix Identification Specified Strength p.s.i. Lattimore 38 3000 Test Results Set I CylinderI I ~ I~o"''"~ Compressive I Average Strength No. ID Date Tested Test lbs. Strength p.s.i, p.s.i. ! 6358 08-10-99 7 92210 3260 6358 08-31-99 28 6358 08-31-99 28 I 6358 Hold Cylinder Data No. ID Slump Sample Air Temp. Temp. Entrainment I Number 1 6358 5.00 9:05 AM 85 90 4.4 7074995 Distribution: (1) The Industrial Group/ Submitted by: Mr. John Walsh (1) Gromatzky Dupree & Associates/ REED ENGINEERING GROUP, INC. Mr. Bennett Foster (1) Westcliffe. inc./Mr. Charlie Johnson Original Signed By (1) The Industrial Group/ Mr. Mac McClure Keith E. Atkins (1) Campbell Associates/ KEA/rt Mr. Randy Pliler (1) City of Coppell/Building Inspections (1) City of Coppell/Engineering Dept. (1) Bear Creek Construction/ Mr. Brian Holdgate (1) Mr. Hank Metzger 2424 ST~,.TZ DR SJITF GEOTECHN~CAL z~Z~, ENV~.ONP1ENTAL CONSULTANTS CONCRETE CYLINDER TEST REPORT 121 Business Park - Buildings B-D 601,651,701 and 751 Canyon Drive Coppell, Texas REPORTED TO: The Industrial Group REPORT NO. 32 P.O. Box 802047 REG PROJECT NO. 5607 Dallas, Texas 75380-2047 SAMPLE DATE: 08-03-99 ATTN: Mr. John Walsh TECHNICIAN: B. Ray CONTRACTOR: Westcliffe, Inc. Location of Sample I Set Number I Location I Quantity Represented I 1 Bldg. #3 Grade Beam B/2 to 4 10/50 Design Information Source of Concrete I Mix Identification Specified Strength p.s.i. Lattimore 18 4000 Test Results Set I CylinderI I Age~ ITotal Load Compressive I Average Strength No. ID Date Tested Test lbs. Strength p.s.i, p.s.i. 1 6357 08-10-99 7 107020 3790 6357 08-31-99 28 6357 08-31-99 28 6357 Hold Cylinder Data Set I Cylinder I Timeof I Concrete Air i Ticket No. ID Slump Sample Air Temp. Temp. Entrainment Number 1 6357 4.75 2:20 PM 94 96 N/A 7075027 Distribution: (1) The Industrial Group/ Submitted by: Mr. John Walsh (1) Gromatzky Dupree & Associates/ REED ENGINEERING GROUP, INC. Mr. Bennett Foster (1) Westcliffe. Inc./Mr. Charlie Johnson Original Signed By (1) The Industrial Group/ Mr. Mac McClure Keith E. Atkins (1) Campbell Associates/ KEA/rt Mr. Randy Pliler (1) City of Coppell/Building Inspections (1) City of Coppell/Engineering Dept. (1) Bear Creek Construction/ Mr. Brian Holdgate (1) Mr. Hank Metzger 2c24 STUTZ DR SJI[E 4ZZ · D~L_AS ~'X .-523-= · -E- [;_'4' :!.E.:Z, ~-?.-L' · :.AX Z21-'] 3"Z£', ~':L- GEOTECHNICAL AND I~ F~I ~1 I I F~ EN¥ AONMENT~L CONSULTs' ~ITS CONCRETE CYLINDER TEST REPORT 121 Business Park - Buildings B-D 601,651,701 and 751 Canyon Drive Coppell, Texas REPORTED TO: The Industrial Group REPORT NO. 32 P.O. Box 802047 REG PROJECT NO. 5607 Dallas, Texas 75380-2047 SAMPLE DATE: 08-03-99 ATTN: Mr. John Walsh TECHNICIAN: B. Ray CONTRACTOR: Westciiffe, inc. Location of Sample Set Number I Location I Quantity Represented 1 Grade Beam: B/2 to 4, Bldg. 3 10/50 Design Information I Source of Concrete I Mix Identification Specified Strength p.s.i. Lattimore 18 4000 Test Results set I Cy,i.derI Age@ Total Load Compressive I Average Strength No. ID Date Tested Test lbs. Strength p.s.i, p.s.i. 1 6357 08-10-99 7 107020 3790 6357 08-31-99 28 132760 4700 i 6357 08-31-99 28 129820 4590 4650 I 6357 Hold H Cylinder Data Set Cylinder I Time of ] Concrete Air Ticket No. ID SlumpI Sample Air Temp.I Temp. , Entrainment Number 1 6357 4.75 2:20PM 94 96 NA 7075027 Distribution: (1) The Industrial Group/ Submitted by: Mr. John Walsh (1) Gromatzky Dupree & Associates/ REED ENGINEERING GROUP, INC. Mr. Bennett Foster (1) Westcliffe. Inc./Mr. Charlie Johnson Original Signed By (1) The Industrial Group/ Mr. Mac McClure Keith E. Atkins (1) Campbell Associates/ KEA/sa/rt Mr. Randy Pliler (1) City of Coppell/Building Inspections (1) City of Coppell/Engineering Dept. (1) Bear Creek Construction/ Mr. Brian Holdgate (1) Mr. Hank Metzger 242-' ST-JTZ DR SL;TE 422 · 3.-'-LL.,'-S TX -'~225 · 'tEL [£'-:i 35:2 '.-.!(~:' · FAX 12'-1~ 3:3'_-: GEOTECHN[CAL AI',,D [~] I==:;I r-I I I F= ENV RONMENTAL CONSULT-'.NTS . CONCRETE CYLINDER TEST REPORT 121 Business Park - Buildings B-D 601,651,701 and 751 Canyon Drive Coppell, Texas REPORTED TO: The Industrial Group REPORT NO. 31 P.O. Box 802047 REG PROJECT NO. 5607 Dallas, Texas 75380-2047 SAMPLE DATE: 08-03-99 ATTN: Mr. John Walsh TECHNICIAN: B. Ray CONTRACTOR: WestclJffe, Inc. Location of Sample I Set Number I Location I Quantity Represented I 1 Piers: B.2/1 B/3.5. Bldg. 2 5/5 I ' Design Information Source of Concrete I Mix Identification 1 Specified Strength p.s.i. Lattimore 38 3000 Test Results Set I Cy,nderI Age(~ Total Load Compressive I Average Strength No. ID Date Tested Test lbs. Strength p.s.i, p.s.i. 1 6358 08-10-99 7 92210 3260 6358 08-31-99 28 109990 3890 6358 08-31-99 28 112610 3980 39-40 6358 Hold H Cylinder Data Set Cylinder Time of I Concrete I Air I Ticket No. ID Slump Sample Air Temp. Temp. Entrainment Number 1 6358 5.00 9:05AM 85 90 4.4 7074995 Distribution: (1) The Industrial Group/ Submitted by: Mr. John Walsh (1) Gromatzky Dupree & Associates/ REED ENGINEERING GROUP. INC. Mr. Bennett Foster (1) Westcliffe. Inc./Mr, Charlie Johnson Original Signed By (1) The industrial Group/ Mr. Mac McClure Keith E. Atkins (1) Campbell Associates/ KEA/sa/rt Mr. Randy Pliler (1) City of Coppell/Building Inspections (1) City of Coppell/Engineering Dept. (1) Bear Creek Construction/ Mr. Brian Holdgate (1) Mr. Hank Metzger £z2z S~J~Z DR SLi''z- zZZ * ~:~,.LL.-'.e, ]X :.~£~E · TEL [-_.'z; ]£;; 5"--',;';: · :-'z,X [2'.:I 3L; :-::-I~