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121 BP Phase 1-LR 991026 GEOTECHNICAL ~'N~ ~ F;;;I ~ U F=a ENVIRONMENTAL 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. 106 P.O. Box 802047 REG PROJECT NO. 5607 Dallas, Texas 75380-2047 SAMPLE DATE: 10-26-99 ATTN: Mr. John Walsh TECHNICIAN: J. Baradziej CONTRACTOR: Westcliffe, inc. Location of Sample Set Number I Location I Quantity Represented 1 Paving: 50'S. 50'W of SE Corner of Bldg. "B" 80/550 2 Paving: 75'S, 10'E of SE Corner of Bldg. "B" 190/550 3 Paving: 55'S, 15'W of SW Corner of Bldg. "C" 240/550 4 Paving: 70'N. 60'E of SW Corner of BId.g "C" 340/550 5 Paving: 50'S, 125'E of SW Corner of Bldg. "C" 450/520 6 Paving: 65'S, 150'E of SW Corner of Bldg. "C" 500/520 Design Information Source of Concrete I Mix Identification I Specified Strength p.s.i. ' Lattimore 42 4000 Test Results Set ICylinderI Age@ ITotalLoad I Compressive I Average Strength No. ID Date Tested Test lbs. Strength p.s.i, p.s.i. 1 9238 11-02-99 7 99230 3510 9238 11-23-99 28 147640 5230 9238 11-23-99 28 149060 5280 5260 9238 Hold 2 9239 11-02-99 7 96010 3400 9239 11-23-99 28 111190 3930 9239 11-23-99 28 116130 4110 4020 9239 Hold 3 9240 11-02-99 7 102680 3630 9240 11-23-99 28 121170 4290 9240 11-23-99 28 121060 4280 4290 9240 Hold 4 9241 11-02-99 7 98250 3480 9241 11-23-99 28 115090 4070 9241 11-23-99 28 114480 4050 4060 9241 Hold 24Z4 STLITZ .DR SUITE 430 · DALLAS TX 7'2.235 · TEL ]21.z'- :~E~ EC',.'.'.'. * FAX [2"-:'] N~. :.i.. ID!!. , Date Tested' Test ~ '- ibbi!:::::::.- 'Strength:P:s.i. ': - p:s.i. 5 9242 11-02-99 7 111350 3940 9242 11-23-99 28 128850 4560 9242 11-23-99 28 131690 4660 4610 9242 Hold 6 9243 11-02-99 7 97290 3440 9243 11-23-99 28 114400 4050 9243 11-23-99 28 115040 4070 4060 9243 Hold Cylinder Data ..:-set':.':[~--Cy!ind6r..;{ .... ~ ..... ] 'Tim6;6fli;~t~ ...... t Concrete I '' '.:Air" I' Ticket No~'i~Ii '.~iilD"i'::il Slump] Sampl~:':illi~i~i!emp. I Temp. i..Entra!~ment--i Number 1 9238 4.50 4:20 AM 53 73 4.0 7079034 2 9239 5.00 5:15 AM 55 73 4.5 3093835 3 9240 5.00 5:45 AM 55 73 4.0 3093839 4 9241 5.00 7:00 AM 50 72 5.0 3093846 5 9242 5.00 8:20 AM 55 72 5.0 3093857 6 9243 4.50 9:00 AM 60 74 4.5 7079057 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. ^tkins (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 GEOTECHNICAL AND ENVIRONHENTAL CONSULTANTS ..... coNCRETE'C~t-NDER TEST REPORT;. 121 Business Park'- Buildings"B-D 601,651,701 and 751 Canyon Drive Coppell, Texas REPORTED TO: The Industrial Group REPORT NO. 106 P.O. Box 802047 REG PROJECT NO. 5607 Dallas, Texas 75380-2047 SAMPLE DATE: 10-26-99 ATTN: Mr. John Walsh TECHNICIAN: J. Baradziej CONTRACTOR: Westcliffe, Inc. Location of Sample 1 Paving: 50'S, 50'W of SE Corner of Bldg. "B" 80/550 2 Paving: 75'S, 10'E of SE Corner of Bldg. "B" 190/550 3 Paving: 55'S, 15'W of SW Corner of Bldg. "C' 240~550 4 Paving: 70'N, 60'E of SW Corner of BId.g "C" 340~550 5 Paving: 50'S, 125'E of SW Corner of Bldg. "C' 450~520 6 Paving: 65'S, 150'E of SW Comer of Bldg. "C' 500/520 Design Information -: j Lattimore 42 4000 Test Results 1 9238 11-02-99 7 99230 3510 9238 11-23-99 28 9238 11-23-99 28 9238 Hold 2 9239 11-02-99 7 96010 3400 9239 11-23-99 28 9239 11-23-99 28 9239 Hold 3 9240 11-02-99 7 102680 3630 9240 11-23-99 28 9240 11-23-99 28 9240 Hold 4 9241 11-02-99 7 98250 3480 9241 11-23-99 28 9241 11-23-99 28 9241 Hold 2424 STUTZ DR. · SUITE 400 · DALLAS. TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019 · ¢ ....... ~... ~.. ~ · ~. ~ ....... · ~. :: ...... ~ .. :..~.. ~ .... ·..· ....... ~.. ~ ......... · ................ ~ .~ ......................... · ..... ~.~ ~ ................................................ :~ ~ ~i[~. i~ :.~ ~ ~ ~ ~i[~ ~ ~ ~ ~ ~ ~ ~-.-..'--~~~-:.' ~ ~[ ~ ==================================================================== ::::::::::::::::::::::::: ~:::::~ ::~?:::::~?:~i 5 9242 11-02-99 7 111350 3940 9242 11-23-99 28 9242 11-23-99 28 9242 Hold 6 9243 11-02-99 7 97290 3440 9243 11-23-99 28 9243 11-23-99 28 9243 Hold Cylinder Data .... ~ :~t~ ~;~ :~~ ~ ~ ~ ~ ~:~ :.~:::~ ~:: ~: ~:: ~ ~:~ ~~:: :~::. ~:~ ~: ~:~:: ~. :: :~ ~ ~ ~::.-. :~. :~-:~ ~::~:::~:: +:: ~::: :::~:: :.:.::-:::: :~:::.:::~ ::::-::-:: ::::::: ::: ::::: - . .;:~;:~ ~::~:~::~..~.. -~:~;: ......... :::~: :::::.- . ..:~:~: -::~ · . :..- ........ :3~:; ::::::.. . . -~:;:~:~:3: .:::~ . - ......... ::: ~::::::::: .: ........... ::~:~.~.;:~:~.~:;:: .... .~::~[::~~J{~~.~.....~.~.:.~.~..:..~.~::::~:.~::.::~;~..:.~~:::~.~;;~*:~:~:.:.~:~:.:.:.:.:~e~ ............ ~:.:.~~:.~.~.:.:.~ ............. ~m~ .................... ~ 9238 4.5o 4:20 AM 53 73 4.O 7079034 2 9239 5.00 5:15 AM 55 73 4.5 3093835 3 9240 5.00 5:45 AM 55 73 4.0 3093839 4 9241 5.00 7:00 AM 50 72 5.0 3093846 5 9242 5.00 8:20 AM 55 72 5.0 3093857 6 9243 4.5o 9:oo AM 60 74 4.5 70790~7 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/saht 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