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Freeport NIP(3)-LR 95082221 Craftmade reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2317.2 JOB NO.: Slab - 410'S, 60'W of NE building corner ~m~,~INEE.: Gromatzky Dupree and Associates 08/22/95 4,000 PSI McFadden & Miller, Inc. M.E.P.C. American Properties R~F~TED TO.' 09/19/95 08/29/95 60/300 yds 8AMPLF. D BY: F. Palmer BYG~: Client (~ X 12 INCH) NOMINA~ CYUNDER ~4ZE: AREA-28.2~ ~Q. IN. LABORATORY NUMBER CMO 82201 CM082202 112,200 28 3970 MAX]MUM LOAD. LBS: 94, 500 7 AGE WHEN TESTED, DAYS: 3340 COMPRESSIVE ~I*RENGTH, PSI: AVERAGE STRENGTH, PSI: CM082203 117,500 28 4160 I'W'E ~F. AK: CONk?,N. N.N.O.) ~: Does comply with Specification 4070 METHO00~ CURING: RELD 1 ~YO. UaO~TO~Y ~0. 08 / 23 / 95 TEMPERATURE: AMBIENT 76 'F MM 90 'F. ~R com~ I~ME OF SAMPLE: 07: 50 ~, SOU~ OF CO~CR~: TXI .~ co~: 39 'T'RAN~BY Reed ~0 ~UMP 4.50 · .c,~.: 440923 INCHES FINE AGGREGATE: COARSE AGGREGATE: WATER: FLY ASH: mrmmmoN: (1) M.E.P.C. American Properties/Mr. Rob ~'1) McFadden & Miller, Inc./Mr. Jon Jacobson (1) Gromatzky Dupree and Associates/Mr. Scott McCra (1) Eckland Consult.ants, Inc./Mr. Jerry Holstrumm~~ TEST METHOd8: ASTM C 31. C 3~, O 143, C 173, C 1~2, {; 231. OR (; 10~4 1 2424:'STUTZDRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX)214./350-(X)19 5 reed engineering CONCRETE COMPRESSION TEST REPORT 21 ~e~.: 2317.2 Craftmade Slab - 150'S, 50'W of NE building corner GEOTECHNICALCONSULTANTS 08/22/95 4000 PSI 200/300 yds ~~G,.~m: Gromatzky Dupree and Associates 8AMPt.ED BY: REPORTED TO:. McFadden & Miller, Inc. 09/19/95 M.E.P.C. American Properties DATE: 08/29/950~.~ e F. Palmer Client (6 x 12 INGH) NOMINAL GYLJHD~R S~ZE: AFIEA*28.26 SQ. IN. LABORATORY NUMBER FIELD NUMBER: CM082204 CM082205 CM082206 88,000 114,500 114,000 7 28 28 3110 4050 4030 MAXIMUM LOAD. LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH. AVERAGE STRENGTH, PSI: 4040 TYPE BI:lEAK: CONICAL ~...O.) ,S~m~ Does comply with Specification METHOD OF CURING: FIELD DAYS, LABORATOR~ FROM 1 08/23/95 TE,~ AMs=re' 97 *F "~ 93 'F. ~ CO.TE.T C(Xq,qSE AGGREGATE: WA~ FLY ASH: ,~ 0oc)£: 39 TRANSPORTED BY ~eed ~' ~UMP 5.25 ~'H~S PICK-UP CHARGE: Y~ NO · nc~='r .o.: 441146 UNIT W~IOHT PCF Rob Ahmu~..~ Scott Mc~~__~~ Jerry Holstrun~D msm~mo~ (1) M.E.P.C. American Properties/Mr. (1) McFadden & Miller, Inc./Mr. Jon Jacobson (1) GromatzkyDupree and Associates/Mr. (1) Eckland Consultants, Inc./Mr. (1) City of Coppell~Mr. Lee Stone TESTMETHOO~c ~ C~,. C~. C,~ C$~ 01~ C~l. mCl~ p~; 2 ~ 5 242~STUTZDRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019 reed engineering CONCRETE COMPRESSION TEST REPORT GEOTECHNICAL CONSULTANT'S 21 2317.2 Craftmade Paving - 215'N, 100'E of SE building corner DATE CAST: SPEOIFIOATION: QUANTITY RE~ 08/22/95 4000 PSI 100/340 yds ~a~iN~,: Gromatzky Dupree and Associates Palmer RE~ORTED TO: McFadden & Miller, Inc. M.E.P.C. American Properties ~ORDE,~: Client 09/19/95 08/29/95o~.u.~,: (6 x 12 INCH) HOMINAL CYLINDER SIZE: AREA-2~.2~ SQ. IN. LABORATORY HUMBER ~ .u. BE,: CM082207 CM082208 .~x~u. ,o~, ~s: 94,000 116,500 7 28 AGE WHEN TESTED, DAYS: 3320 4120 AVERAGE STRENGTH, PSI: TYPE BRF..A~ OON~,AL (U.N.O.) ~s: Does comply with Specification CM082209 117,000 28 4140 4130 METHO0 OF CURING: FIELD DAYS, LABORATORY FROM 1 08/23/95 ~RE~,E: A~B.:NT 89 -F U~ 90 -F. ~co~m 5.50 '"' Reed ~U~ 5.00 INCHES TU~EOFS,WP~ 08:25 sou.c~ ~ CO.C~T~ TXI MIX COOE: 9643 ~K~P CHAIRG~ Y~ NO nC~T.O.: 440993 FINE AGGREGATE: OOARSE AGGREGATE: WATER: CEMENT: FlY ASH:. ADM~<TURE(S): UNIT WEIGHT PCF YIELD CF/CY D~m,mmoR: (1) M.E.P.C. American. Properties/Mr.. Jacobson R°bc~~'~~~ (1) McFadden & Miller, Inc /Mr Jon · Scott (1) Gromatzky Dupree and Associates/Mr . . M (1) Eckland Consultants, Inc./Mr. Jerry aoistrum~4~ (1) City of CoppellyMr. Lee Stone ~METI"IO0~: ASTM C31. C~, 01~ O~ 01~ C~I. ORCI~ pAG~ 3 ~ 5 242~.STUTZDRIVE · SUITE400 · DALLAS, TEXAS75235 · 2141350-5600 · (FAX)214./350-O019 reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 21 2317.2 JOB ~.: Craftmade Paving - 350'N, ll0'E of SE building corner ~,C.~m~miHE~mm Gromatzky Dupree and Associates REPORTED TO:. 09/19/95 08/29/95 McFadden & Miller, Inc. M.E.P.C. American Properties 08/22/95 4000 PSI 200/320 yds sAM~sY: F. Palmer Client 'BY ORDER OF: ORDER NUMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: ARF. A-28.26 SQ. IH. FIELD NUMBER: MA~MUId LOAD. tBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL. (U.N,O.) REMARKS: CM082210 91,200 7 3230 LABORATORY N~B~ CM082211 121,700 28 4300 Does comply with Specification CM082212 119,200 28 4220 4260 METHOD OF CURING: FIELD I DAYS. LABORATORY FROM TEMPERATUR~ AMBIENT 99 '; U~ 97 ~E OF S~"~ 10:45 A.~,j~. FINE AGGREGATE: COAP~E AGGREGATF-' WATE~ CEMENT: FLY ASH: AD~DfrURF4S~ 08/23/95 'rn~LsK)mED sY · ~. ~URCONTE~T 5 .40 ~" 9643 Reed ~UM, 5.50 ~.: ~4~203 UNIT WEIGHT IHCHE8 (1) Eckland Consultgnts, Inc./Mr. Jerry Holstru~~~~-~ ~: (1) M.E.P.C. American Properties/Mr. Rob (1) McFadden & Miller, Inc./Mr. Jon Jacobson (1) Gromatzky Dupree and Associates/Mr. Scott McC TEST~ ASTM C31. O~. 0143, C17~ C192. C2~I. ORC10~4 4 5 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX)214/3504)019 21 Craftmade Paving - 425'S, 120'E of ~ building corner ~C.,~mNG,NEEm GromatzkyDupree and Associates REPO~TED TO.' re d engineering G E6.,T~.CHNICAL CONSUL'I~N~ ;~ CONCRETE COMPRESSION TEST REPORT 2317.2 doe NO.: ~ANTTTY ~PRESENTED: 8AMPLED BY: McFadden & Miller, Inc. 09/19/95 M.E.P.C. J~nerican Properties DAm 08/29/950~m~ 08/22/95 4000 PSI 320/320 yds F. Palmer Client ~ x '2 ~CH) NOM~L~L CYLJNDER ~Z~ ARE~ SO. ~. LABORATORY NUMBER REm ,U,BER: CMO 82213 CMO 82214 CMO 82215 ~UUM LO*O. LSS: 90,000 116,000 115,700 7 28 28 AGE ~EN TESTED. DAYS: 3180 4100 4090 COMPRESSIVE STRENGTH, P~: AVERAGE STRENGTH. PSh TYPE BREAK: CONICAL (U.N.O.) ,E~: Does comply with Specification 4100 METHOD OF CURING: FIELD DAYS. LABORATORY FROM 1 08/23/95 TEMPERATURE: AMBIENT 105 -F M~ 97 TRANSPORTED BY ~ac~ 5.60 ~' Reed ~u,P 5.00 INCHES TIME OF ,~%MPt,.E: 0 2: 10 "dKPM' SOU.CE OF COarmETE: TXI M,X co~: 9643 PICK-UP CHARGE: YB~ NO · nc,~ No.: 441463 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: UNIT WEIGHT PCF YIELD CF/CY m~msu~0~: (1) M.E.P.C. American Properties/Mr. Rob Ahmu~~ (1) McFadden & Miller, Inc./Mr. Jon Jacobsen (1) Gromatzky Dupree and Associates/Mr. Scott McCr_~d~ (1) Eckland Consultants, Inc./Mr. Jerry Holstrum~E. (1) City of CoppelL/Mr. Lee Stone TESTMETHOD~: ASTM C~1. C~. C1~. C1~ C1~ C~.ORCI~ p~ 5 ~ 5 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019