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ST9902-LR060619 r 1 I c <r>~q ff '. N me of Water System I Water System Identification Number S co. .,-><1 "j t (). "'~ ~ , ~o~1 ~u.('t' ~~t nt of C lectlOn By {;ounty f'lh-/Y-a. ,,)0 Date '---;rn;- ~PM (MoIDaylYr) Billing NAME JIO~ ~ S () fJ" STREET 2/DI F. SiA(\.J~ ~Y-OY~ rri ~ CITY r'r'\I? V) J TEXAS -rS: 0 b 0 (Zip Code) TELEPHONE {}1 Zl Lj J.. I - 0 1 -'3 () Reporting Address TYPE OF ~ublic o Individual SYSTEM: o Other SAMPLE o Distribution D Special" ~ Conslruc:tion IS: S'ReP\lJll.fllr sample # D Recheck for sample # t .~ .:. 1 : WATER DRiver Brake DWell ,f f:'" SOURCE. f Well depth Chlorine Residual LTS: ~~ Present Present M.P.N. /100ML (Colilert) 11 OOML MemIllllneFilterlFecalColiform: 1S1Dil. _1_ ml 2nd _1_ ml '. Avg.\_I_ ml UNSUITABLE FOR ANALYSIS. (This unsuitable sample-must be replaced within 24 hours.) D Fonn Incomplete (see attached item) D Sample too old, not received within 30 hours of collection o Excessive chlorine present in sample o Unsuitable container D Heavy, non-coliform bacteria/silt present, possibly obscuring and ~ising test results D Quantity too great to pennit agitation o Quantity insulf'lCient for analysis (100 ml minimum) o Other w Analyzed by Water of satisfadory quality should be free of Coliform Organisms ,....~ ~ ~-~ Ii c,;;, !I Q. i::-=t ~.:.: i ......:.: ~ ~i [ /-4 1-.& .- -... W ~ Ii 1 ,.....:> I r:"..;) C::""'';;:'" CJ~ ! c:._ i c::: _.-.. , c.:;.. ....... ;:! t.C _k - en I sr ~IJ ~ i a--. ~ J J 'i f S .. j i f Ii!' Concrete Compression Test Report eM J ENGINEERING, INC. 7636 Pebble Drive Fort Worth, Texas 7611 el: (817) 284-9400 Fax: (817) 589-9993 Client: Project: Report Distribution: (1) City of Coppell (1) City of Coppell (1) Tiseo Paving Company (1) Teague Nail & Perkins CMJ Report No.: 687-5192-038 Report Date: 06/19/2006 3 % min 6 % max 550 F min 900 F max 400 F min 1000 F max Placement Date Sampled By Weather Supplier/Mix Air Content Method Test Data 05/18/2006 Larry Smallwood Clear/Calm Southern Star/9318B ASTM C231 Strength Slump Air Content Concrete Temperature Ambient Temperature Specifications 3000 psi @ 28 Days 4 in max Ticket Number: Slump: Concrete Temperature: Placement Location: 1177103 Time Batched: 14:17 3.75 in Air Content: 3.4 % 880 F Ambient Temperature: 910 F Inlet Bottom: A2-6 (Sta. #0+09.91) and A2-4 (Sta. #0+16.74) Time Sampled: 15:20 Unit Weight: n/a Yardage (c.y.): 8 of 8 Sample Location: Same as Above Concrete Compression Test Results Cylinder Age Max Load Area Set # # Test Date (days) (Ibs. force) (sq. in.) 01 SLR05180601 OS/25/2006 7 99400 28.27 01 SLR05180602 06/15/2006 28 116060 27.99 01 SLR05180603 06/15/2006 28 120430 27.99 01 SLR05180604 Hold 28 day average F ractu re Type E-columnar C-cone/shear E-columnar 4230 CMJ Engineering, I 'l't'.~ Normal cylinder size: 6" x 12" Field and laboratory tests by CMJ are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 o Gallons of Water Added On-Site (,ID/' LIMITATIONS: The test results presented in this report apply only to the specific samples, ite and areas described within this report. The test results do not pertain to any other samples, items or areas regardless of similarity. Our reports are produced solely for the exclusive use of our client. This report or any portion of this report may not be reproduced without the written consent of our client and CMJ Engineering, Inc. OJ Page I of J Concrete Compression Test Report eM J ENGINEERING, INC 7636 Pebble Drive Fort Worth, Texas 76118 Tel' (817) 284-9400 Fax: (817) 589-9993 Client: Project: City of Coppell West Sandy Lake Road Reconstruction Report Distribution' (1) City of Coppell (1) City of Coppell (1) Tiseo Paving Company (1) Teague Nail & Perkins CMJ Report No. Report Date" 687 -5192-037 06/19/2006 Strength Slump Air Content Concrete Temperature Ambient Temperature Specifications 3000 psi @ 28 Days 4 in max 3 % min 6 % max 550 F min 900 F max 400 F min 1000 F max Test Data Placement Date Sampled By Weather Supplier/Mix Air Content Method 05/17/2006 Robert McElvany Clear/Breezy Southern Star/9618-B ASTM C231 ',"'#i'Mi')"":'F' ""I"~ n'''..~1jS''''r 1!"'~'O"~Wt14"""j,';Ui;l~"i.1i'ci;;i;'A}~"~.f';'.jtl.~'tlll."'''''\jt;-..i.' 't~:.~.;^ ~;5::W::~~_ ,t!.~u.:.:~a.~.~I.. ~1;~1':_.. ;:.I,J:;(2i~~~:r:~~J9.~~~~~~;i1ft:~~m..~~~i:)j,,~'f~~'{1~ity*!~__ ~ Ticket Number' Slump Concrete Temperature Placement Location Sample Location 1179139 Time Batched. 1346 Time Sampled: 1415 3 in Air Content: 3.3 % Unit Weight: N/A 800 F Ambient Temperature 800 F Yardage (c y) 4/4 Manhole top Station 13+44 storm drain Line A2, manhole base and walls Station 17+82, storm drain line A2, just west of Royal Lane Same as above Concrete Compression Test Results Cylinder Age Max Load Area Stren8th Fracture Set # # Test Date (days) (Ibs. force) (sq.in.) (pSI Type 01 SLR05170601 OS/24/2006 7 128120 27.53 E-columnar 01 SLR05170602 06/14/2006 28 150400 28.27 olumnar 01 SLR05170603 06/14/2006 28 154600 28.27 C-cone/shear 01 SLR05170604 Hold 28 day average 5400 Normal cylinder size' 6" x 12" Field and laboratory tests by CMJ are per applicable ASTM Standards' C31, C39, C138, C143, C172, C1064, and C617 or C1231 o gallons of water added on site ~~) ~ JCZ~~ CMJ Engineering, Inc LIMITATIONS. The test results presented in this report apply only to the specific samples, items, and areas described within this report. The test results do not pertain to any other samples, items or areas regardless of similarity Our reports are produced solely for the exclusive use of our client. This report or any portion of this report may not be reproduced without the written consent of our client and CMJ Engineering, Inc. OJ Page 1 of I Concrete Compression Test Report eM J ENGINEERING, INC 7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993 Client: Project: City of Coppell West Sandy Lake Road Reconstruction Report Distribution (1) City of Coppell (1) City of Coppell (1) Tiseo Paving Company (1) Teague Nail & Perkins CMJ Report No. Report Date- 687 -5192-050 06/19/2006 Strength Slump Air Content Concrete Temperature Ambient Temperature Specifications Test Data 3000 psi @ 28 Days 4 in max 3 % min 6 % max 550 F min 900 F max 400 F min 1000 F max Placement Date Sampled By Weather Supplier/Mix Air Content Method 06/06/2006 Phil Sommerville Clear/Breezy Southern Star/9618-B ASTM C231 ~ :" Ticket Number' Slump Concrete Temperature Placement Location Sample Location 1181656 Time Batched: 13.13 4 in Air Content: 4 4 % 910 F* Ambient Temperature 950 F Inlet, south side Sandy Lake Road, C1-11 Time Sampled: 14 10 Unit Weight: N/A Yardage (c y) 45/4.5 Same as above An asterisk (') appears next to field data which does NOT meet specifications Concrete Compression Test Results Cylinder Age Max Load Area Set # # Test Date (days) (Ibs. force) (sq.in.) 01 SLR06060601 06/13/2006 7 120820 2799 01 SLR06060602 07/05/2006 29 01 SLR06060603 07/05/2006 29 01 SLR06060604 Hold Fracture Type E-columnar Normal cylinder size: 6" x 12" Field and laboratory tests by CMJ are per applicable ASTM Standards: C31, C39, C138, C143, C172. C1064, and C617 or C1231 o gallons of water added on site * Non-Compliant: Contractor Notified CMJ Engineering, Inc LIMITATIONS The test results presented in this report apply only to the specific samples, items nd areas described within this report. The test results do not pertain to any other samples, items or areas regardless of similarity Our reports are pro uced solely for the exclusive use of our client. This report or any portion of this report may not be reproduced without the written consent of our client and CMJ Engineering, Inc. OJ Page 1 of 1