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Coppell Heights 9-SP080812Aug 12 08 08:51a Texas Manhol- Company 01 74832600 P.1 TEXAS MANHOLE COMPAN PO BOX 24114 FORT WORTH, TX 76124-1114 817-572-2023 817-483-2 FAX FrOFTI: 11 Atlentbr. I Dwe: i l Ohice I Fc-,.� N I U .r j - j -,�� f qZ? 3 : ---------- 0 'lease - nent U please Review IF For yc--r infor-f-ricticn C-101 pages, J-1clicirg Cover Comments: Fl Number - 7 n4 Aug 12 08 08:51a Texas Manhoi- Company " p.2 i1110.203 12:'G F.: FR -l: Raedi -:di;+ Opzot�_ R_di - H.:: L.P. TO: V Mi Me. 342 L 1504 OnCriptim 5 SK 420D AIR st 4200 pRgalFcI arhdes Va" joL lonotims Mal11lols? �later�a�s Cement: Fly Ash Coarse Aggregate: Fine Aggregate: Water Reducer: Air Entraining Agent: Holcim Headwaters Hanson Redi -Mix Concrete BASF 322N BASF AE90 ASTM C150 Type 1111 ASTM 0 Class C ASTM C33 - #57! S ASTM C33 - Concrete Sand ASTM C-494 Type A ASTM C260 saunt arlace Dry weighty per coo yar Cement, Ibs: Fly Ash, Ibs: Coarse Agg, Ibs: Fine Agg, Ibs: Water Reducer, oz: AEA, oz Water, gal Water, Ibs: w1c ratio: Slump Range, in: Air Range, %'. Unit Weight, Ib /ft ^3 564 0 1850 1288 Unless noted otherNise in 16.9 specifications, Redi -Mix will 2.2 guarantee concrete up to a 31 temperature of 100F. 258.23 Design Concrete Properties 0.46 3 -5 3 -6 146.68 Our concrete strength guarantee per ASTM C94 will not be effective unless the field sampling has been done per ASTM C172 and ASTM C31 and the laboratory testing Bally complies with ASTM C39 and ASTM C1077. Gaw I( " Lwmtwv M ^ 617 W- ?Y.SG: Cis OF i]l: PA-FAX Comite The i et Wcal sert►im Dartment IN E Centre ft* llv*d - BESoto. TX 75115 - 15721224-§525 � FOX (9721 220 -1024 Aug 12 08 08:51a Texas Manhole Company 8 174832600 p.3 tC F1' . ?R�_� Rer.i - }Lx CC3ak� RaGi -fKa >� L.F. TD: 1 .3I? 4l13 -e� PAGE: 001 CF u:. ACI 318 Statisfioal Ardysis for Nix No- 3421.1504 Set No. Air Temp Concrete Temp Slop Air 7 Day 28 Day 1 92 95 4.50 4.1 3740 5205 2 82 95 6.00 5.4 3635 4420 3 80 94 5 -50 42 4040 4735 4 80 95 5.00 5.6 3875 4670 5 79 94 925 5.0 4155 4820 6 78 91 5.00 4.0 4450 4855 7 86 94 5.00 4.4 4075 5105 8 86 90 5.50 4.6 3700 4460 9 82 92 6.00 4.3 3805 4925 10 44 55 6.00 3.3 4605 6185 11 64 69 3.75 4.2 4295 5195 12 49 64 3 00 38 4600 5345 13 54 64 42.5 52 4100 5395 14 67 68 400 3,7 4480 5770 15 55 65 5.75 5.0 4360 5595 16 4, 50 3.3 4060 4645 17 81 7.50 4.2 3105 4500 18 85 83 5.00 4.0 4340 5235 19 78 6.50 39 4450 5335 20 80 82 500 32 4210 5255 21 78 91 6.00 38 4035 5285 22 87 90 5.75 3.0 4'80 5220 23 94 91 6.50 37 4120 5025 24 85 5.00 4,0 3960 4715 25 90 98 7.00 3.2 3660 5090 26 84 92 3.00 5.0 4310 5205 27 92 92 3.50 4.0 4520 5485 V8 96 4.00 3.1 3135 4225 29 79 3.00 44 3260 5015 30 97 3.50 2.2 3670 4365 31 82 84 500 44 3550 4365 Average 77 85 5.14 4.07 4022 5021 26 Day Ra ward 0808tixt 450 NOW Avow Mvnjft t er_ 4803 1100 WecWt Way • ELlem. TX 760U-18171 935.40011 • Fax 12171 B35 -U35 Aug 12 08 08:52a Texas Manhol- Company 4 174832600 p.4 t IIUi!U'J t I :3C FId FR�C..; %'il* .,_.. _CSOt, Rari•: , fig (.P. T :'�: _ dl' 4V'-'- � PAGn: 0:.5 _F u;i �7 r''' J ` � :�1, o �F�JM11 aEF 1? ccG� 31215n2F4 r I 9:a „a�• �' : :4, Version 5.5 t H 0 1 d M Material: Portland Cement Tuae: II (ASTM C 150) Material Certification Report Test Period: 01 -Aug -2007 To: 31- Aug -2007 Hokin) cement meats the specifications of ASTM C 150 for Types It cement Holeim (US) Inc. Source Location: Midlothian Plant 1 S Dove Lane 1800 Dove Lane Midlothian. TX 75085 Midlothian. TX 76065 (872) 923-6800 Contom Uri Fuchs 07-Sep-2007 Allowing information is based on average lest data during the test period. The data is typical of cement shipped by WC,jelaw InriVefual shinimanta amy vary, Ctwmlcal (C 1501 QhysiClal Um{t Item Clmlt % R06ult (.Y.4 tlrm C ISO Rr39ult S iO2 20.8 AirConlent ( %) Blaine Flnonose (elkg) 12 max 10 26D min 3S5 430 max - AI 6.0 ma. 4.8 Fe,O, 6.0 max 3.2 © verage Blaine Fineness (m2*9) 219 0 min 420 rnax 362 Cao � ..._. _ 84.6 6.0 max 0.7 Auicidave Expansion (% 0.60 max 0.02 Mce 3.0 rm-t 10.0 (1454) min 24.0 13460) S0 3.2 Compressive Strength Wit (psi): Lass on Ignilion 3.0 max 1.7 3 Cay Insolubl flesidue ._� 0.75 max 0.35 0.8 7 08Y 17.0 (2470) min 29.8 (43401 CC - Lirneslone 5.0 max 2.1 - CacD, In Limestone 70 min 82 Init Vi cat (minutes) 45 -375 125 Pot ential Compounds 4.000 C 66 Mortar Bar Expansion 01038 J %') C - to 0 6 max a _ Heat of M dration 7 -da Calla) C - iQ C,S + 4,75C-,A 100 max 81 Chemical (C 150) Phgalcal Lima item Uinit %4 ReeulY % ttsm 0150 Resul9 Qui43I6nf Alkalies 96) - 1 0.87 Ilral Set kwl 50 min 78 .A u ifiratian Fmii assumino ASTM C 1038 Mortar Bar Fxpansion does not exceed D.020 B Average of last five consecutive sarcples. yy�� 'C Test results reprasent most recent value and is provided f tGrt , This data msy have been reported an praviaus mill certifics It �th9 e pti IHE L4 - sum RI AND >t or THIS ►Y8F 14 ' 1 4 -2� A LIC baing curromy stripped which was produced in August of 2007. By Cuallty Control Manager Aug 12 08 08:52a Texas Manhol- Company 01 74832600 p,5 ?M FEO >T: Redi -M:x Desoto Radi - Xix L.F. ".'��: = H17 M1B� -'� ?ic:E: GCn 01 OlI HEA DWATERS Adding Value to Energy TT! R I SOt173C�"a Headwaters Resources, Inc. certifies that, to the best of its know ledge, the test data listed herein was generated by applicable ASTM methWs and meets requirements of ASTM C -618 and AASFT0 M - and Tai. DOT DMS -46.10 Report of FIy Ash Welsh Plant Cason. Texas Unit #3 DATE: September 16. 2007 LABORATORY I U -MBER: WELSH -3- 33/07 MTRF #1632 CA COMPOSITE .DATE 7i 19i 07 - 83!07 ASTM C- 618 -05 TX. DOT DMS4610 SPECIFICATIONS SPECIFICATIONS CHE111CAL ANALY SIS CLASS C CLASS I' CLASS C CLASS F Silicon Dioxide (SiO2) 35.19 Aluminum Oxide (Al 18.13 Iron Oxide (FE203) 5.67 Sum of SiO At,O,, & Fe-O, 59.29 50 Min. 70 Min. 50 1'lin 70 Min. Magnesium Oxide (blgO) 5.68 Sulfur Trioxide (SO 1.76 5.0 Max. 5.0 Nlax. 5.0 Max. 5.0 Max. Moisture Content 0.13 3.0 Max. 3.0 Max. 2.0 Max. 2.0 Max_ Loss On Ignition 0.12 6.0 Max, 6.0 Max. 3.0 Max, 3.0 Max. ;available Alkalis as NarO 1.59 Calcium Oxide (C a0) 26.90 PHYSICAL ANALYSIS Fineness: Amount retained on 325 sieve 1% 21.01 34%Maw. 34 °b Max. 34 %Mat. 344 Max - Water Requirement, % Control 96% 1059 105%N14ax 1059.6Max 105 %%lax Specific. Gravity 167 . Expansion, % + 0.0 0.8% Max 0. g% ILiax 0.8% Max 0.8 °.b Max Strength Actittity Index With Portland Cement, 7 Day I(M% 75 %_ -tin. 75 9•0 X.Iin. 75 14 hlin. 75% Min. AUTHORIZED SIGNATURE: P.O. Box 38 Thompsons, Texas 77481 -0038 13: 281.343.007° P281.343.0872 Aug 12 08 08:53a Texas Manh ( - Company 1 30 FM FF;'M; CONCRETE '74832600 I 9:: 53.3— 2 '_o FACE: 0- o6' Cal REDI -MIX TECHNICAL SERVICES LABORATORY SIEVE ANALYSIS RESULTS Plant: Redi -Mix Concrete Product' ASTM C33 Section 5.1 Date Sampled. 6/6/07 Date Tested: 6/6/07 Tested by: DJ Percentage SPECS Sieve mm Ind %Ret %Ret %Pass 1112 38.10 0 0 100 100 1 25.40 0 0 100 100 314" 19.00 0 0 100 100 112" 12.70 0 0 100 100 318" 9.51 0 0 100 100 #4 4.76 1 - 1 99 95 -100 #8 2.38 16 17 83 80 -100 #16 1.19 15 32 68 50 -85 #30 0.60 26 58 42 25-60 #50 0.30 24 82 18 5 -30 #100 0.15 13 95 5 0 - 10 S #200 Decant 0.07 3.5 98 2 0 -3 Pan 1.6 100 0 FM 2.9 Technical services manager .. Aug 12 08 08:54a Texas Manhol- Company 01 74832600 p.8 :RO L.F. Tr,; 7 87 % ae:i -:' „_ FhGF: ii17 CF 0_. : BMF The Chemical Company May 11, 2007 Certificate of Conformance Poazolith 30OR BASF Construction Chemicals, LLC' ('Previaasly doing business 3s BASF Admixtures, Ino, and prier to that as Degussa Admixtures. Inc. and Master Builders, Inc.( TO WHOM iT MAY CONCERN: State of Ohio } County of Cuyahoga ) ss Before me, a Notary PubIIC, in and for the aforesaid State and County, personally appeeored Richard Hubbard III, who Ming duly sworn, deposes and says: That he is a Technical Specialist for BASF Construction Chemicals, LLC in Cleveland, Ohio; and That Pozzolith 300R is manufactured by BASF Construction Chemicals, LLC; and That no calcium chloride or chloride based ingredient is used in the manufacture of Pozzofith 300R; and That Pozze!ith 300R, based on the chlorides originating from all the ingredients used in its manufacture, contributes less than 0.0002 percent (20 ppm) ch €orlde ions by weight of the cement when used at the rate of 55 rnL per 100 kg (1 fluid ounce per 100 pounds) of cement; and That Pozzolith 30OR rneets the requirements for a Type B, Retarding, and Type D, Water- Reducing and Retarding Admixture specified in ASTIV C 494, Corps of Engineers' CRD -C 67, and AASHTO M194, the Standard Specifications for Chemical Admixtures for Concrete. Richard Hubbard it BASF Construction Chemicals, LLC Subscribed and sworn to before me the 11th day of May. 2007 Karen Slanctiard Notary Public, State Of Ohio My Gcrnmtssion Expires February 12, 2011 (Rarorded ire Cuyahoga Cou:1ty) KAREN A.BLANCHARD Notary Public In and for the Slate of ohle My Commission Expires February 12, 2011 .aster Builders Aug 12 08 08:54a Texas Manhole Company 8 174832600 p,9 r E;)i`' 1 k17 sF� --'s. PAGE: i.]] :'F L 'rR i; rin`i "f5 ���' r S' 4GlST. 0 a BASF The Chemical Company May 11, 2007 Certificate of Conformance MB AE 90 BASF Construction Chemicals, LLC ("Previously doing business as BASF Admixtures, Inc, and prior to that as Degussa Admixtures, Inc, and Master Builders, Inca TO WHOM IT MAY CONCERN: State of Ohio } County of Cuyahoga } ss Before me, a Notary Public, in and for the aforesaid State and County, personally appeared Richard Hubbard III, who being duly swam, deposes and says: That he is a 'technical Specia5st for BASF Construction Chemicals, LLG in Cleveland, Ohio; and That MB AE 90 is manufactured by BASF Construction Chemicals, LLG; and That MB AE 90 is Master 113LWders air - entraining admixture for concrete; and That no calcium chlondtM or chloride based ingredient is used in the manufacture of MB AE 90, and That MB AE 90, based on the chlorides originating from all the ingredients used an its manufacture, contributes less than 0.000068 percent (0.68 ppm) chloride ions by weight a` the cement when used at the rate of 65 mL per 100 kg (1 fluid ounce per 100 pounds) of cement; and That M13 AE 90 meets the requirements of ASTM C 260, Corps of Engineers CRD -C 13, and AASHTO M154. the Standard Specifications for Air - Entraining Admixtures for oncrete / 1,1, " ji nn__-- „11 �ll JJ^ VV �� ( TTLL__ 11« �r ,,,, Richard Hubbard II BASF Construction Chemicals, Lt_C Subscribed and sworn to before me the 11th dey of May, 2007 Karen Bhanchard Notary Public, State of Ohio My Commissia i Expires February 12, 2011 (Recorded in Cuyahoga County) KAREN A. BLANCHARD Notery Public In and for the Stale of Ohio My Camrnlselorn Expires FsGruary 12,2011 Master Builders Aug 12 08 08:55a Texas Manhole Company °K Fraifit; RF4 . - nur_ 02 2007 4:44PM Hanson T S. Lab 8174832600 0.10 177 491 1 10P DASif'; q(i i OF QI -I 9722603655 P•? ■Oa won all aHansor� b Region Teellaical Services Lab 1000 N. MacArthur Blvd. Grand Prairie, TX 75050 T--], 972 -260 -3646 Fax. 972 -260 -3655 w-vnv. ha oso nplc . co m �I C -25 Calcium Carbonate C.2?. Acid ImDlutble Residue, D-4791 (C -119) * Flat Parti D4791 (C -119) * Elongated Partiei • D W Aurport Sp - sCB. Not--_ 8.0 8.0 Vartan Babakhanian, P.E. ' Technical Services Lab Manag EQV, 96.0 % 4.0 % 3.2 % e 3.3 % NIATERiALS EVALUAFIUN Coarse Aggregates Source: Hanson rq) Bridgeport (Perch -Bill) Plant Technical Services #777 Type Crushed Li*mc Stone Report: 2D87 -8 Lab NO: TS- Weekly -07 Date: 07 -22 -07 Date: Received 07 -01-07 ASTM 'TEST TESL' ASTM C -33 METHOD DESCRIPTION' RESULTS Speci£tcaron C 2" Sieve 100 OA Passing - — C - 136 1 -1/2" Sieve 104 %Passing 100 C 1 �6 I " Sieve 97 % Passing 95 -100 C -136 3i4" Sieve 85 %Passing - -° -- C -136 1/2" Sieve 35 % Passing 25 -60 C -136 3/B" Sieve 1B %Passing - - - - --- C - 136 4 Sieve 7 %Passing 0 -10 C -136 98 Sieve 3 % Passing 0 -5 C -136 #16 Sieve 1 %Passing - - -- C -117 Decant (- #2C0 Sieve AV?shed) 0.56 % Passing 1.5% Max. C -127 Bulk Specific Gravity, SSD 2.678 G 127 Absorption, 0 -8 % C -29 Unit Weight (Dry Raddled), 104.8 Lbs /CuXt. C -29 Unit Weight (Dry Loose), 94.9 Lbs/Cu.Ft. C -29 Voids Conmrt (Dry Rodded), 37.3 % C-131 LA. Abrasion, 26.4 %Loss 50 Max. C -3260 Potential Alkali Reactivity of Aggregates, 0.03 % Exp- 0.1 %Max C -98 Soundness by Sodium Sulfabi- (5 cycles), 3.10 % Loss 12% lYax. C.88 Soundness by Magnesium Sulfate (5 cycles), ......... 3.30 % Loss 1B ° /O Max. C - 123 Light Weight Pieces, 0.01 % 0.5 ° ,'o Max. C -142 Clay Lumps and Friable Particles, 0.01 °t 3.0 Max. C -25 Calcium Carbonate C.2?. Acid ImDlutble Residue, D-4791 (C -119) * Flat Parti D4791 (C -119) * Elongated Partiei • D W Aurport Sp - sCB. Not--_ 8.0 8.0 Vartan Babakhanian, P.E. ' Technical Services Lab Manag EQV, 96.0 % 4.0 % 3.2 % e 3.3 %