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Coppell Trade-LR05092309 26 05 10:28 FAX 214 630 7070 TERRACON CONSI_'LTANTS ~]001 Date: To: Project; Fax Number: From: Company; Fax Number; Subject: Total No. of Pages: Comments: Fax Transmittal S~eptember 23, 2005 See below Cr~ell Trade Center- Bldg C See below Sue Sluiter for Bobby Ray Terracon 8901 John W C~rpenter Fwy, Suite 100 Dallas. TX 75247 (214) 630 1010 (214) 630-7070 Concrete Compressive Strength Report #94051190.0111 5 Bennet Ratliff, Ooppell Trade Oenter LP Brian Degravelle, Merriman Asset. Inc. Keith Leslie, TechniStructures Rick Stull, McFadden & Miller Dayton Macatee, Macatee Engineering, Inc. Lee Stone, City of Coppell, Building Inspection Dept. 972-241-7955 214-987-2138 214 258-7128 972-401-1399 214-373-6580 972-304-3514 :::: 'lrerracon Delivering Success for Clients and Employees www.terracon.com rig 26 Il5 10:29 FAX 214 63(I 7070 TERRACON CONSLLTANTS 1~]002 ONCRETE COMPRESSIVE STRENGTH TEST eportNumber; 94051190 0111 .;ervice Date: August 25, 2005 ;lient: ' oppel~ Trade Center LP ~Rr;: Bonnet Ratliff '055 Keller Springs Rd Ste 300 ',ddison TX 75001 'lrefracon 8901 Carpenter Frwy, ste #100 D~llas, Texas 75247 (214) 630-1910 Report Date: September 23, 2005 Project'. Coppell Trade Center- Bldg C NWC Sandy Lake/Freeport pkwy Coppell, TX Project No.'. 94051190 ~iaterial information ,~ecified Strength: 4000 psi @ 28 Days '*~atoh Time: 6:22am ;upplier: TXI 'rdck No: 922 4ix I,D, No,: 8206 Plant: 141 'ticket No: 107032 Samj~le Information sample Time: 7:03am Date Cast: August 25, 2005 Technician: Sergio Rodriguez Weather Conditions:Warm Accumulative Yards: 130 Placement Method: Direct Discharge iSample Locations: See attached sketch Placement Location: S side Paving ',/ater Added Onsite Before Test: \Jater Added Onsite After Test: :laid Test Data Test ~lump, inches: :i~ Content, %: ':r~ncrete Temperature,° F: %mbient Temperature, o F: 2iastic Unit Weight, pcf: __a_~oratory Test Data set specimen Diameter ID (incttes) (sq. inches) 0Gallons 0 Gallons Resul~t / Spa, icati~r~ Test Method 4.6 ,-7 _ AST~231 Area ~ ~, ~ ~'~e Test Load 6.00 28 27 ~ v 09~1/2005 7 77,300 6 O0 28~27 09/01/2005 7 75,860 I 3 6.00 28.27 1 4 6OO 28.27 Maximum Compressive Strength (psi) 2,730 2,680 2,710 96,240 3,400* 98,460 3,480' 3,440 ~,erage 09/22/2005 / 28 I 915,: placement~ required field tests and cast compressive .)mments:* Does not comply with specified strength. Services - Obtain samples of fresh concrete at the strength samples. u9 26 u5 10:29 FAX 214 630 707(I TERRACON CLINS[LTANTS [~]003 'DNCRETE COMPRESSIVE STRENGTH TEST Number; 94051190 0111 ~rvice Date: August 25. 2005 :9ppell Trade Center LP Bonnet Ratliff Keller Springs Rd Ste 300 ;,ddison TX 75901 ']rEffi con (214) 630-1010 Report Oata~ Secffember 23, 2005 Project; Coppell Trade Center- Bldg C NWC Sandy Lake/Freeport Pkwy Coppeil, TX Project No.' 94051190 :i~aterial Information. ;eecified Strength: 4000 psi ~ 28 Days atch Time: 7:44am dpplier: tuck No: 64 ;'iix I D. No.: 8206 ~ater Added Onsite Before Test: Vater Added Onsite After Test: =laid Test Data Test Plant: 141 Ticket No: 1071 0Gallons 0 Gallons Result :~lump, inches: 6.00 ..ir Content, %: 4.§ -mcrete Temperature? F: 104 ",mbient Temperature, u F: 89 '~.stic Unit Weight, pcf: N/A ~,.a. boratory Test Data Set Specimen Diameter Area No ID 0riches) (sq. inches) 6.00 28.27 6.00 2827 6 00 28.27 6.00 28.27 Sam Sample Time: 8:30am Date Cast: Au0ust 25, 2005 Technician: Sengio Rodriguez Weather Conditions:Warm Accumulative Yards: 130 Placement Method: Direct Discharge Sample Locations: See attached sketch Placement Location: Pavement, S side Specification 3-5 3-7 Test Method ASTM C143 ASTM C251 ASTM C 1 O64 ASTM C1064 ASTM C138 Age at Maximum Compressive Date Test Load Strength Tested (days) {lbs) (PS0 09/01/2005 7 86,530 3,060 09/01/2005 7 87,410 3,090 Average 3,080 09/08/2005 14 133,910 4,740 09/22./2005 28 147,300 5,210 .;omments: NOTE: Truck #922 came to job site with a 10" slump, see attached sketch for placement of the concrete for this. Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and east compressive strength samples. 09 26 05 10:29 FAX 214 630 7070 TERR.-kCON CONSULTANTS [~2004 ONCRETE COMPRESSIVE STRENGTH TEST 'ie~t: coppe[I Trade Center LP 'i['erracon Project Number:94051190 Report Numben94051190 0111 )mments (cont'd): ;eld Results Reported To: Superintendent Technician: Sergio Rodriguez ;~epod Distribution: o9 26 05 10:29 FAX 214 630 7070 TERRACON CONSULTANTS ~]005 ,50' OR AN GRAY IN J 09 26.05 10:30 FAX 214 630 7070 TERRACON CONSULT.4.NTS [~006 Terracon Consultants, Inc. 9,:051190 Coppell Trade Center - Bide G qWC Sandy Lake/Freeport Pkwy ':us!Diner NO. Customer Name 3oppell, TX 93345 Coppell "rrade Center LP Reporting =i~lling Address ~ddress Attn: t3ennet Ratliff Attn: Bennet Ratliff 5055 Keller Springs Rd Ste 300 5055 Keller Springs Rd Ste 300 Addison TX 75001 Addison TX 75001 ?ee SchedUle Number of Copies 2005 1 Custamer Contact Project contact Bennet Rs!lift Bennet Ratliff 972 241-7955 Henw Lsxon 972 280-8355 x Contractor McFadden & Miller JoD$ite location NWC Sandy Lake/Freeport Pkwy 1 U Coppell dobsite Contact 214-695-2158 :-}pecial Fees 225 Soils Technician. per hour ~!)02 Spread Footing Letter. es. t303 Rice Spemfic Gravity Test. Ea. ~3 Cores for Den$[ly and Thlckness. ea. 35 oo 100 00 100.00 2.00 Project Contact's Phone No 972 280-8355 x Dept Project contact's Fax No 972 241-7955 Project Manager Ray, Robert D. 05940736 [ 37110.50 Project Start Date I Projec! Completion Date 04/1 7/2005 [ 04/06/201 4 Additional Report Distribution Attn: Keith Leslie 5220 McKinney Ave Ste 300 Dallas TX 75205-3356 ~ Ail Reports City of Cappell TX 972 304-3510 x ( Fax: 972 304-3514~ Lee Stone Attn: Lee Stone Building Inspection Dept PO Box 9478 Coppell TX 7501 : A!I Reports City of Coppe[I TX 972 304-3684 x (x Fax; 972 304-3579? Larry Davis At!n: barn/D&vls Construct[on Inspemlon Dept PO Box 9478 Coppell , Aq Re ods Merriman Asset Inc 214 987-1299 ×,,'"~'~-x: 214 987 2138 "% Brian Degravelle ~ Afl Reports McFadden & Miller 972 401 2356 x ~ Fa;~ 972 401 139~,j Rick Stult i ,All Reports Mecatee Engineering Inc 214 373-1180 x (,~FAx~14 373-6580~ Dayton Macatee Comments pRJ. START DATE: 05/08~05 PRJ. COMPLETION DATE 05/08/06 ~EQTECHNICAL RPT: O~RECTIONS TO JOB SITE: ~ DDITIONAL PHONE NUMBERS: !:-MAIL ADDR~:SSES: Page 1 23,05 4:21pm