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Freeport NIP(3)-LR 950818
reed .engineering G~OTECHNIC,~L CONSULTANTS CONCRETE COMPRESSION TEST REPORT 19 2317.2 JO~ ~.: Craftmade Slab - 50'N, 130'E of SW building corner ~.n~G,,£~ GromatzkyDupree and Associates 08/18/95 4000 PSI 70/350 yds s~.~D .Y: J- Smith McFadden & Miller, Inc. M.E.P.C. American Properties 09/15/95 -s, o~. ~: 08/25/95 OROER NU~BE~ Client (9 x 12 INCH) I~INAL CYt,.HdDER SIZE: ARF. A~8~ SQ. IN. F1ELD NUMBER: MAXIMUM LOAD, LB8: AGE WHEN TESTED. DAYS: COMPRE~VE STRENGTH, PIJ: AVERAGE STRENGTH, PSi: TYPE BREAK: CONICAL (U.N.O.) REMARKS: LABORATORY NUMBER CM081801 CM081802 98,000 128,300 7 28 3470 4540 Does comply with Specification CM081803 130,500 28 4620 4580 METHO0 OF CURING: REt/) 1 TEMPERATURE: A~BIENT 7 7 'F mAYS. umo~T,o~Y FRO~ 0 8 / 19 / 9 5 ~NSPO,T~D aY "~ 8 8 'F. ~, CO,~ ~.. Reed scuuP 4.75 ~.E~U~: 04:00 SOURCE O~ CON~RET~: TX I .~ cooE: 39 PIGK-UP CHARGE: Y~ T~K~.O.: 439077 FINE AQQREOATE: COARSE AQORE(]ATE: WATER: CEMENT: FI.Y ASH: UNIT WEIGHT YIELD Scott Mc~ Jerry Holstru~m.= =sm~mo.: (1) M.E.P.C. American Properties/Mr. (1) McFadden & Miller, Inc./Mr. Jon Jacobson (1) Gromatzky Dupree and Associates/Mr. (1) Eckland Consultants, Inc./Mr. TESTMETHO0~ ~ C$I. C38. C143, G17'J, C192, C231,0flC1064 1 7 2424 STUTZ DRIVE · SUITE 400 · DALLAS, TEXAS 75235 · 214/350-5600 · (FAX) 214/350-0019 19 Craftmade Slab - 200'N, 130'E of SW building LOC~t~O.: corner ~.,~cT~,e,.~ Gromatzky Dupree and Associates reed .engineering G~:OTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2317.2 doe ~O.: McFadden & Miller, Inc. M.E.P.C. American Properties REPORTED TO:. DATE: o8/18/95 4000 PSI 160/350 yds saa.t~a,: J. Smith 09/15/95 08/25/95 ORDER NUMBE~ Client (6 x 12 INCH) NOMINAL CYUNOER SI2~ ,NqEA-2e~6 SQ. IN. LABORATORY NUMBER e~ONU,~,: CM081804 CM081805 128,200 28 4530 ~MU~ LOAn. L~: 102, 5 00 7 AGE WHEN TESTED. DAYS: 3630 COMPRE~4VE ~TRENGTH. P~I: AVERAGE ~TREHQTH, P~: CM081806 129,500 28 4580 'm'PE ~EAK: CONIC~ N.N.O.) ,~w~s: Does comply with Specification 4560 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TUaEOFS*Mm.E: 05: 20 souac£ cx= CONCaETE: TXI DAYS. LABORATORY FROId 08/19/95 TRANSPORTED BY "ix 89 .F. ALq CONTENT Reed auuP 5.00 MIX COOE: 39 PiCK-UP CHARGE: Y~ · nc~n' ,o.: 439128 INCHES UNIT W~HT Gromatzky Dupree and Associates/Mr. (1) Eckland Consultants, Inc./Mr. Jerry Scott Mc~ Holstruma~o ' omp. mu'no~: (1) M.E.P.C. American Properties/Mr. (1) McFadden & Miller, Inc./Mr. Jon Jacobson (1) TESTMETHO0~ AS'TM C:~1. 039. C143. C17'J, C192. C231.0RC10e4 2 7 2424 STu'rz DRIVE' · SUITE 400 · DALLAS, TEXAS 75235 · 214/350-5600 · (FAX) 214/350-0019 19 Craftmade Slab - 400'N, 130'E of SW building corner reed .engineering GI~OTECHNICAJ. CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2317.2 JO8 HO.: ~H,~C*~"a~ Gromatzky Dupree and Associates McFadden & Miller, Inc. M.E.P.C. American Properties o8/18/95 4000 PSI 300/350 yds S~DSY: J. Smith 09/15/95 'sYO~)~: 08/25/95 ORDER Client LABORATORY NUMBER FI~o NUMBEm CMO 81807 CM081808 97,500 128,200 7 28 3450 4530 MAXIMUM LOAD, LBS: AGE Wt. IEN TESTED, DAYS: COMPRESSIVE STRENGTN, PSi: AVERAGE STRENGTH, I~;d: CM081809 130,100 28 4600 TYPE ~Eam CONm,,m. ~.N.O.) ~,~ Does comply with Specification 4570 METHOD OF CURING: FIELD ..[ DAYS, LABORATORY FROM ~M~m~R~' ^MS,~T 80 'F MM 91 T~E OF S~L~ 07:55 A~,'~. 08/19/95 T~NSPOm~OaY Reed · F. ~COaTENT ~ ~U~' 4.75 ~K~P CHAflG~ .~x~: 39 ~K~.: 439286 INCHES FINE AQQREQATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: UNIT WEIGHT PCF YIELD GF/CY Rob Ahmut )lstrum~o -- msm~mo.: (1) M.E.P.C. American Properties/Mr. (1) McFadden & Miller, Inc./Mr. Jori Jacobsen (1) Gromatzky Dupree and Associates/Mr. Scott (1) Eckland Consultants, Inc./Mr. Jerry He 3 ~ METHODS: A~TM C 31, C ~, C 148, C 1~ C t~ C ~t. OR C 10e4 PAGE OF 2424STUTZDRIVE · SURE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX)214/350-O019 7 reed .engineering GE'OTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 19 2317.2 Craftmade Paving - 85'N, 30'E of SE building corner 08/18/95 4000 PSI 50/350 yds ~a,~ Gromatzky Dupree and Associates .,u~: J. Smith REPORTED T~. McFadden & Miller, Inc. M.E.P.C. American Properties 09/15/95 08/25/95 Client LA~OP. ATORY NUMBER ,~.UMBEm CM081810 CM081811 138,000 28 4880 U~mUUM LO~. ~S: 102, 000 7 AGE WHEN TESTED, DAYS: 3610 COIdPRESSIVE STRENGTH. PSi: AVERAGE STRENGTH. CM081812 136,200 28 4820 Does comply with Specification 4850 IdETHOO OF CURWG: FIELD DAYS. LABORATORY FROId 1 08/19/95 TEMPERATURE: AM~ENT 81 *F UlX 91 T~ME OF 8AMPI. E: 08: 10 SOU"CZ OF CO,CaZm: TXI RNE AGGREGAT~ WATE~ Ft.Y ASH: Reed AIR CONTENT SLUMP 4.50 INCHES u~ cooE: 9643 ~CK~.: 439305 UNfl WE~HT ~ McCr Holstrum=~ Dm~s~no.: (1) M.E.P.C. American Properties/Mr. Rob (1) McFadden & Miller, Inc./Mr. Jon Jacobson (1) Gromatzky Dupree and Associates/Mr. Scott (1) Eckland Consultants, Inc./Mr. Jerry 4 7 TESTMETHOO~: ASTM C$1, C39. C143, C173, Clg2, C231. ORC10~4 2424 STUTZ DRIVE · sUn'E400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX)214/350-0019 19 Craftmade reed .engineering G~OTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2317.2 09/15/95 Paving - 90'S, 60'W of SE building corner ~C.~G~E~ Gromatzky Dupree and Associates o8/ 8/95 4000 PST 160/350 yds J. Smith Client McFadden & Miller, Inc. M.E.P.C. American Properties 08/25/95 ORDER NUMB~I: FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, P~: TYPE SPUme CON~ ~.N.O.) LABORATORY NUMBER CM081813 CM081814 96,000 123,900 7 28 3400 4380 Does comply with Specification CM081815 124,300 28 4400 4390 METHOD OF CURING: FIELD DAYS. LABORATORY FROM 1 08/19/95 86 'F "~ 93 '~' TEMPERATURE: AMBIENT n~EOFS~P~ 10:30 ~' ~OU.CE OF CO~C.~: TXI FINE AGQREQATE: COARSE AGQREQATE: WATER: CEMENT: FI.Y ASH: TRANSPORTED BY AIR CONTENT Reed ~uM" 4.75 .~ CODE: 9643 ~cK~P CH..~e ~ ~c~r.o.: 0439504 UNIT WE~HT PCF YIELD CFiCY INCHES (1) McFadden & Miller, Inc./Mr. Jon Jacobson (1) M.E.P.C. American Properties/Mr. Rob Ahmut* (1) Gromatzky Dupree and Associates/Mr. Scott McCr~ (1) Eckland Consultants, Inc./Mr. Jerry Holstrumm~D TEST METHO08: A.~TM C31. D~8. C 143, C 173, C 182, C~31. ORC 1~4 5 7 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX}214/350-0019 19 Craftmade Paving - 90'S, 250'W of SE building corner ~a.~,.EE.: GromatzkyDupree and Associates McFadden & Miller, Inc. COm~,~CT~: 09/15/95 M.E.P.C. American Properties 08/25/95 reed .engineering GI~OTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2317.2 ~O~ NO.: 08/18/95 4000 PSI 300/350 yds SM~EOSY: J- Smith Client 'BY ORDER ~: ORDER NUMBE~ (6 x 12 INCH) NOMIN~ CY~NDEfl ~,u,~,: ~081816 ~081817 ~MUM b~, ~ 90,000 114,500 7 28 ~E ~EN ~D, DAYS: 3180 ~050 AVERAGE STRENGTH, PSI: CM081818 112,200 28 3970 1YPE 8RF..N~ CON~AL N.N.O.) ~: Does comply with Specification 4010 METHOO OF CURING: fiELD TEMPERATURE: AMBIENT T~EOFS~E= 01:20 DAY~. UmO. A~' ~ 08/19/95 M~ 95 'F. mM COgeNT 9643 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: TRANSPORTED BY Reed ~uu, 5.25 ~c~ No.: 439737 UNFF ~HT INCHES (1) M.E.P.C. American Properties/Mr. Rob Ahmuty~J~~__ (1) McFadden & Miller, Inc./Mr. Jon Jacobson (1) Gromatzky Dupree and Associates/Mr. Scott McCr~ (1) Eckland Consultants, Inc./Mr. Jerry Holstrumm~ 6 ~METHOOS: A~TM C31. C~, C14~, O173, C192, C~31, ORC1064 pAG~ OF 2424 STU'rZ DRIVE · SUITE400 · DALLA~ TEXAS 75235 · 214/350-5600 · (FAX)214/350-o01g 7 19 Craftmade Piers - L-5.5, 5, 4.5, 4 & 3.5 reed .engineering GI~u~ ,-CliNICAL CONSULTANT~ CONCRETE COMPRESSION TEST REPORT 2317.2 dOB NO.: ~.~~,: Gromatzky Dupree and Associates McFadden & Miller, Inc. M.E.P.C. JMmerican Properties DAm 08/18/95 3000 PSI 40/49 yds s~um. Eo .,: J. Smith 09/15/95 'BY~DER~: 08/25/95 ORDER Client ((i x 12 INCH) NOMINAL CYUNDER SIZe: AREA~29~ SQ. IN. eELO Nu-~,: CMO 81819 84,000 MAXIMUM LOAD, LB~: 7 A~E WHEN TESI'ED, DAYS: 2970 COMPRESSIVE ~TREN~TH, PSi: I.ABORAT~Y NUMB~ CM081820 CM081821 110,500 108,600 28 28 3910 3840 3880 AVERAGE STRENGTH, PS1: TYPE ~qEA~: GON~CAL (Lt.N.O.) .F.u~xs: Does comply with Specification METHO0 OF CUP~N~: RELD 1 DAYS. LABOflATOflY FflOM 0 8 / 19 / 9 5 T~,P~n*TU~: ~e,e~ 96 'F "~ 95 'F. T~EOFWP~: 02: 20 ~Z~' SOUeCE OF CO. CeZre TXI TRANSPORTED BY Reed u~x ~E: 5 P~K-UP c,~e ~1~ 'nCKET NO.: 439811 ~$ FINE AGGREGATE: COAR~ AGGREGATE: WATER: CEMENT: FLY AEH: UNIT WEIGHT YIELD M.E.P.C. American Properties/Mr. Rob Aha/__ o~nmmmo~: (1) (1) McFadden & Miller, Inc./Mr. Jon Jacobson (1) Gromatzky Dupree and Associates/Mr. Scott McC_~~~ (1) Eckland Consultants, Inc./Mr. Jerry Holstrum~E0 7 7 "I'E~'TMETHO08: ~ C31. C~. C1~ C1~. C$~ C~I. ORC1064 P~__-OF " 2424 STUTZ DRIVE · SUITE4(X) · DALLA~ TEXAS 75235 · 214/35C~560C) · (FAX)214/3504X)lu