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SS9901-CS110627 T H E • C I T Y O F COPPELL P.O.Box 478 255 Parkway Blvd Coppell,TX 75019 4::',Z�* A ri' Phone:(972)304-3679 -� * l° 4 Fax:(972)304-3570 r.'^. — X .9 s , ; a ENGINEERING DEPARTMENT FAX COVER SHEET To: /1-eat5(r? /t/-y ( From: /4 i c4 © t ) ( L Fax: q! -;s. 90- 7'1, . 7 Date: o 7 6 / Phone: Pages: (including cover sheet) Re: 79j426 / mA)• CC: ❑ Urgent ❑For Review ❑ Please Comment ❑Please Reply ❑As Requested •Comments: OAMI — h e,rie (-5 0,1( ce I d 14',)0 � 4—' Ir .1 ro/ PoFpoie -, 67 --- 41,e/4/744` J j j. (FOi , /NC I(2S1VN 1/11(//t/6 90 IF YOU DO NOT RECEIVE ALL OF THE PAGES PLEASE CALL(972)304-3679 "City of Coppell Engineering-Excellence By Design" .,, Consulting Engineering*Geotechnical Engineering*Construction Materials FILLIMICE 3228 Halifax Street, Suite A, Dallas,Texas 75247 GEOTEC1111101L Phone: (972)444-8889 Fax: (972)444-8893 Gout Acct ID: 1770 File No: 011-0413 Date Sampled: 04/15/2011 Report Date: 04/25/2011 Sampled By: Hickman, Brad Project: 30" Force Main Vault By Order Of: Location: Manhole at Deforest and MacArthur Order Number: Number of Client: City of Coppell Specimens: 4 REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 99610 Material: CONCRETE Test Method: See Below TEST RESULTS Report No: 99610 Page 1 of 1 Maximum Compressive Average Spec Age Tested Diameter Area Load Cure Strength Strength Nbr (date : days) (in) (in2) (Ibs) Break Type Loc (PSI) (PSI) Comments A 04/18/11 : 3 4.00 12.57 19,405 Type 6 Lab 1,540 1,540 B 04/19/11 : 4 4.00 12.57 24,895 Type 1 Lab 1,980 1,980 C 05/13/11 : 28 4.00 12.57 Lab D 05/13/11 : 28 4.00 12.57 Lab t. I if I t I Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Specification: 4,500 psi @ 28 days Date Received: 04/16/2011 Slump: 8.0 Inches Transported By: Custom Crete Curing Method: Standard Air Content: 1.8% Source/Sampled At: Truck/Center Time Sampled: 5:45 pm Plant: Custom Crete Temp.: Ambient: 72°F Mix: 74°F Mix Code: CC1065A Truck/Ticket No: N/A/ 17720074 Quantity Represented: 3 cu. yds. Remarks: Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231 or C173, C1064 and C138. Compressive strength tests per ASTM C39. Orig:City of Coppell(Coppell,TX)Attn: Mr. Rick O'Dell (1-cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C.Kakara,Sr.Project Manager THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S)TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES.NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED.THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. ALLIANCE GEOTECHNICAL GROUP Statement 3228 Halifax, Suite A Dallas, Texas 75247 t./J Phone 972-444-8889 �/G v /C Fax 972-444-8893 1 } cw To: Accounts Payable City of Coppell Mr. Keith Marvin,P.E. 255 E. Parkway Blvd. P.O.Box 9478 Date Coppell,Texas 75019 5/23/11 Account Number Amount Due Amount Enc. 1770 $585.00 Services Thru Date Inv. Number,Amount Amount Balance 05/12/11 INV#43420110413. Orig.Amount$585.00. Replaces C110413-4275,4/30/11 585.00 585.00 ,) ; % 1 ' Current 1 30 Days 31-60 Days Past 61-90 Days Past Over 90 Days Past Amount Due Due Due Due 0.00 585.00 0.00 0.00 0.00 $585.00 If there are any questions regarding this statement, please contact Accounts Receivable at (972) 331-8819 (Direct Line) or the office at (972) 444-8889, ext. 8819 Ir' Thank You - We Appreciate Your Business! .■41 / Co11144 '24 /1 TRANSMISSION VERIFICATION REPORT TIME : 06/27/2011 16:05 NAME . FAX . TEL . SER. # : BROF7J659084 DATE,TIME 06/27 16:05 FAX NO. /NAME 99723804427 DURATION 00:00:26 PAGE(S) 02 RESULT OK MODE STANDARD ECM