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Town Center L2B3-CS040709DANIELS & ASSOCIATES ARCHITECTS SHOP DRAWING TRANSMITTAL # 2 Date: Jttly 9, 2004 Project No : 0414 Project: Village at Town Center Coppell, Texas Drawings Prepared By: Sizelove Construction Copies To: Mr. Alen Hincldey with enclosure Mr. Mark Nelon H.C.I. General Contractors. 703 McKinney Suite 308 LB 112 Dallas, Texas 75202 By: J. Randy Daniels Approved Not Approved/ No. of Item No. Description or Drawing Number Approved as noted Resubmit Copies Concrete Mix Designs X 3 Bem No. 1. Remar~ For Floor Slabs: a. Fly ash is NOT allowed. b. Minimum 5 sack mix. c. Maximum water/cement ratio of 0.48 4320 N. BELTLINE RD., SUITE Al06 * IRVING, TEXAS 75038 * 972-255-1515 * FAX 972-255-4141 PRINCIPALS: J. RANDY DANIELS, AIA, NCARB * BRENT E. LOVELADY, AIA SUBMITTAL RECEIVED JUL - 1 2i]0~ Date: June 29, 2004 PROJECT: Village @ Town Center Coppell, TX SECTION: 03300 ITEMS SUBMITTED Concrete Mix Designs: Concrete Mix Design #8204 - Grade Beams, Sidewalks, Paving Concrete Mix Design #9506 - Piers, Light Pole Bases Concrete Mix Design #9508 - Slab on Grade UNIFIED BUILDING SCIENCES & ENGINEERING, INC. REVIEW OF SHOP DRAWINGS IS FOR GENERAL COMPLIANCE WITH CONTRACT DOCUMENTS. NO RESPONSIBILITY IS ASSUMED FOR CORRECTNESS OF DIMENSIONS OR DETAILS. NO EXCEPTION TAKEN ~ MA-----~E CORRECTIONS NOTED V AMEND & RESUBMIT [REJECTED - SEE REMARKS ,,. Checked for Ge,.~r~! ~''' o~.,, ~' 5e~c~,~ ....... ~..ty Not Appmv~ - R~ub~t ., Subcontractor Sizelove Construction 3912-D S, Euless Main Euless, TX 76040 Contractor HCI 1341 West M'ockingbird Lane · Dallas, Texa~ 75247 · 972.647.6700 · www.txi.com J%me 28, 2004 Sizelove Construction Company P.O. Box 496237 Garland, TX 75049 Attn: Mr. Juan Cantu RE: Village ('~ Town Center Denton Tap & Town Center Drive - Coppell 8204 9506 9508 Tl~e attached concrete mix designs utilizing the appropriate ASTM C-33 or ASTM C-330 aggregate are proposed for use on the above referenced project for ready-mi×ed concrete to be famished by TXI. TXI certifies that the above mix designs, when ordered by specified design identity, and delivered by TXI, will meet or exceed the indicated design sta'ength at the designated age when tested in accordance with the applicable and current ASTM Standards C 31, C 39, C 78, C 172, C 293, applicable provisions of C 94, and evaluated in accordance with applicable provisions of the ACI Building Code. TXI would like to be included on your mailing list 'to receive all test reports. ASTM C 94 entities a manufacturer to receive copies of all test reports when strength of concrete is used as a basis for acceptance. Contact us if you have any questions or require any additional information. Please notify TXI of approval of the proposed mix design prior to its use. Failure to notify us prior to first placement shall constitute acceptance. To ensure that the proper mix design is ordered, please send a copy of this letter, after approval, to the above referenced project to be used by the person ordering the concrete for this job. The information contained in this submittal is confidential and the exclusive property of TX][. It cannot be copied, duplicated or disclosed to third parties without the expressed written consent of TXI. Sincerely, Manager - ©.A./0.C. GENEP~AL NOTB$ Pumping Notes: 1. 5" minimum diameter lines with no reduction to smaller lines. 2. Keep rubber hose to absolute minimum length and plan pipe with as few 90 degree angles as possible. 3. Samples for slump and strength tests should be taken at discharge end of hose for sn-ength guarantee to Be valid. 4. TO prime pump lines, a minimum of g.0 sack rout is recommended for lubrication. In the case of strength concrete, equivalent strength grout should be used if the grout remains in the placement. 5. Pump mixes are based on minimum cement content pumped at ground 1,vel. As pump line increases in Iength or height and/or layout configuration changes, mix design modifications may be required to assure strength and pumpability at additional cost to the contractor. 6. TXI cannot control, and is therefore not responsible for excessive loss of entrained air content when loss occurs as a result of boom configuration or free fall discharge from hose. To ensure minimum air loss when pumping, maintain a continuous flow of concrete 'through the entire length of pipe and do not subject concrete to free falI. 7. The tema "purnpable concrete" refers to concrete which is oapa.bl¢ of being transported through an appara~s which forces concrete to the placing position through a pipeline or hose as long as the recommendations indicated above are followed. The term "pumpable concrete" does not relate to concrete proportioned in a particular manner or containing a specific type of product. Strength of lightweight mix designs valid provided strength specimens are air cured in accordance with ASTM Test Method C 567-01, as referenced in section 8.1 of ASTM Specification C 330. Unless otherwise indicated, when the concrete temperature a~ point of placement exceeds 90 degrees Fahrenheit, TXI will guarantee the strength perfomaance of the mix design(s) herein submitted up to a maximum placement temperature of 100 degrees Fahrenheit using an ASTM C 494 Type D retarding water-reducer, as long as the concxete is placed within 75 minutes from batch time. Unless otherwise indicated, strength of plain concrete guaranteed up to a maximum placement temperature of 85 degrees Fahrenheit. 'We are enclosing all available back up data for the referenced mix design(s). If the strength information is not available, or is insufficient, confirmation tests may have to be conducted by your laboratory. T)2I ~ROrBIETARY AND COSI~IDENTIAL Vill~g~ ~ Town C:n~ D~nton Tap 6% Town Ccn~r Drive - Copp¢ll Mix #: 8204 Description: 470# ADMIX/AEA I"CS USAGES LISTED BELOW Maximum Size Coarse Aggregate: Maximum Water/Cement Ratio: Cement/Cementitious Content: Design Slump: Air Entraining Agent: Admixture: 1" - #4 CRUSI-IED STONE 0.549 lbs/lb 470 lbs (per cubic yard) 4.00 inches ASTM C-260 ASTM C~494 Type A or D MATERIAL QUANTITLBS PER 1.0 CUBIC YARD AT S.S.D 376 lbs. ASTM CM,5¢YPB I/II CE~M,F,N-T ~840 lbs. 1" - ~4 C~S~ STONE 1336 lbs. CONC~E SA~ 258 lbs. or 31.0 ~aHons of Wat~ 2.0 to 4.0 o~cx~ ofASTM C-4~4 Type A SpeciSed Air Content: 3.0% - 6.0% Placement Skin,p: 4.00 + or - 1.00 inches USAGES: ~ GILA.DB BEAMS PAVING Mix Design Proportions and spcclflcation$ are confidential and proprietary t~'ade seorct~ of TXI. Any Use or dissemination without permission is a violation of federal criminal law. ?age 3 TXI pROPRIETARY AND CONFEDENTIAL Vilhge @ TaYto Ccn~er D~nton Tnp & Town C~nt~r Drive - Coppdl Mix #: 9506 Description: 470# ADMIX i"CS Strength: 3000 psi (cz), 28 Days PIERS, LI@HTPOLE BASES Maximum Size Coarse Aggregate: Maximum Water/Cement Ratio: Cem~nt/Cementitious Content: Design Shmxp: Admixture: 1" - #4 CRUSHED STONE 0.568 lbs/lb 470 lbs (per cubic yt~rd) 4.00 inches ASTM C-494 Type A or D MATERIAL QUANTITIES PER 1.0 CUBIC YAP, D AT S.S.D 376 lbs. 94 lbs. 1840 lbs. 1446 lbs. 267 lbs. 2.0 to ASTM C 150 TYPE I/ii CEMENT ASTM C 618 FLY ASH 1" - #a CRUSHED STONE CONCRETE SAND or 32.00allons of Water 4.0 o~cwt of ASTM C-494 Type A Placement Slump: 4.00 + or- 1.00 inch¢, Mix Des{gu Proportions and specifications are aonfidential and proprietary ~ade secrets of TXI. Any Use or dissemination withmit pemfisSion is a violation of f~deral criminal law, Page Mix ii: 9508 · ' I"CS Description: 564# ADM_~ Max~e Aggregate: 1" - ii4 CRUSHED STONE Maximu~ater/Ccmcnt Ratio: 0.473 lbs/lb Cement/Cementitious Content: 564 lbs (per cubic yard) Design Slump: 4.00 inches Admixture: ASTM C-494 Type A or D MATERIAL QUANTITIES PER 1.0 cLrBIc YARD AT S.S.D 451 lbs. ~ !~-~ 1840 lbs. 1364 lbs. 267 lbs. 2.0 to ASTM C 150 TYPE I/K CEMENT 1" - #4 CRUSHED STONE CONCt, LETE SA,N'D or 32.0 Gallons of Water 4.0 oz/cwt of ASTM C-494 Type A Placement Slump: 4.00 + or - 1.00 inches Mix Design Proportions and specifications are confidential and proprietary trade secrets of TXI. Any Use or dissemlnat/on without permission is a violation of federal criminal law. Page 5 COMMENTARY OF STATISTICAL EVALUATION OF CONCRETE DESIGN R~SULTS Mix Ntum: 8204 Strenqth: 3S00 psi @ 28 Days Paragraph 5.5 of ACI 318-02 provides that as data becomes available during construction, the amount by which (F'cr) must exceed the specified value of (F'c) may be reduced, provided: 30 Or more test results are available a~ldaverage of test results exceeds that required by Section 5.3.2.~, using a standard deviation calculated in accordance with Section 5.3.1.1, or (b) 15 to 29 test results are available and average of test results exceeds ~hat required Dy Section 5.3.2.1, using a standard deviation calculated in accordance with Section 5.3.1.2. The required average strength has been calculated using a standard deviation calculated in accordance with ACI 318-02 Section 5.3.1.1 or Section 5.3.1.2 and is the larger value of these calculations: F'cr = F'c + 1.34(SD) =: 3500 + 1.34( 542 ) = 4226 F'cr = ~'c + 2.33(SD) - 500 = 3500 + 2.33( 542 ) - 500 = 4262 SUl~AV~%RY OF STATISTICAL ANALYSIS 28 Day Te~t Data Number of Tests .......................... Maximum Value ............................ Minimum Value ............................ Range .................................... Average strength ..................... Standard Deviation ....................... Required Average Strength to satisfy minimum probability conditions of ACI 318-02 Section 5.3.2.1 ............... Design excess beyond code requirements... 30 5980 3610 2370 4457 542 4262 195 psi psi psi psi psi psi psi ................................. CO~4]~NTARY OF STATISTICAL EVALUATION OF CONCRETE DESIGN RESULTS Mix Num:9506 Strength: 3000 psi @ 28 Days Paragraph 5.5 of ACI 318-02 provides that as data becomes available during construction, the amount by which (P'cr) must exceed the specified value of (F'c) may be reduced, provided: 30 or more test results are available and average of test results exceeds that required by Section 5.3.2.1, using a standard deviation calculated in accordance with Section 5.3.1.1, or 15 to 29 test results are available and average of test results exceeds that required byS, ectlon' 5.3.2.1, using a standard deviation calculated in accordance with Section 5.3.1.2. The required average stre~gth has been calculated using a standard deviation calculated in accordance with ACI 318-02 Section 5.3.1.1 or Section 5.3.1.2 and is the larger value of these calculations: F'cr P'c + 1.34(S~) =: 3000 · 1.34( 489 ) = 3655 F'cr = F~c + 2.33(SD) 500 = 3000 + 2.33( 489) - = 3638 500 SU14F~Y OF STATISTICAL ANALYSIS 28 Day Test Data Number of Tests .......................... Maximum Value ............................ Minimum Value.. .......................... Range .................................... Average Strength ......................... Standard Deviati0~ ....................... Requized Average Strength to satisfy minimum probability conditions of ACI 318-02 Section 5.3.2.1 ............... Design ezcess beyond code requirements... 30 6330 4610 1720 5393 489 3655 1738 psi psi psi psi psi psi psi ~ zO/O1/03 COMMENTARY OF STATISTICAL EVALUATION OF CONCRETE DESIGN ~SULTS Mix Ntun: 9508 Strength: 3000 psi @ 28 Days Paragraph 5.5 of ACI 318-02 provides that as data becomes available during construction, the amount by which (F'cr) must exceed the specified value of (F'c) may be reduced, provided: (a) 30 or more test results are available and average of test results exceeds that required by Section 5.3.2.1, using a stanclard deviation calculated in accordance with Section 5.3.1.1, or 15 to 29 test results are available and average of test results exceeds that required by Section 5.3.2.1, using a standard deviation calculated in accordance with Section 5.3.1.2. The required average strength has been calculated using a standard deviationc,.alculated, in accordance with ACI 318-02 Section 5.3.1.1 or Section 5.3.1.2 and is the larger value of these calculations: F'cr = F'c + 1.34(SD) 3000 + 1.34( 629 ) 3842 F'cr = F'c + 2.33($D) - 500 = 3000 + 2.33( 629) - 500 = 3965 SUMM~y OF STATISTICAL ANALYSIS 28 Day Test Data Nun]bet of Tests .......................... Maximum Value. Minimu~n Value.' .......................... Rang~ .................................... Average Strength ................. Standard Deviation ............... R~q~ired Average Strength to satisfy mlnlmum probability conditions of ACI 318-02 Section 5.3.2.1 Design excess beyond code requirements... 3O 6770 4720 2050 5729 629 3965 1764 psi psi psi psi p~i psi psi MIDLOTHIAN CEMENT · ;~45 Ward Road · Midlothian, Texas 76065 * Www.txi.com Bin Number Car Number I .... April-2004 Monlhly Avera,qe Type t/11 (Low Atkali) A.S,T./vl. 0150-02a Date of Samptir~8 CHEMICAL REQUIRCMENT__S .... ~iliFa Oxide, Minimum Percent A. Iumin~ Oxi~.,de, Maximum Percent iron Oxide, Maximum Percent Magnesia Oxide, MaxJrnurp Percenl SO~ (C~A less than 8%), Maximum Percent Loss on I,gnition, MaxJmL~m Percent ,!n~,o. lube Res due, Maximum Percent Tdcelcium Alumina~e, Maximum Percent OPTIONAL CHEMICAL REQ'UI~EMENTS TTotal Alkalies, Max. % (NazO equiv,) j ASTM j TEST ,SPECIFICATION RESULTS 20.0 6.0 6.0 PHYSICAL REQUIREMENTS 0,7S 8,0 J 0.80 J 20.9 4.2 3,7 1,1 3.2 0.21 5 0.45 ~. Blaine Minimum {m'~/k,q)' Set. Minimum (Minutes/ Gillmore, Final SeL Maximum [Minut~s.~ Vicar. Minimum M'in ute~ Jnidal Set JlVlexl~'num (Minutes) Air Content. Volume, Maximum Percen~ )anslon, Maximum Percent Minirngl'n Compressive Strengths STATE OF TEXAS za0 357 60 176 600 280 45 375 0,80 ~2,0 1740 18.0 2760 -0.01 24.6 3663 '30.? 4455 Jeff Wendel , being duly sworn deposes and :says: that he is Quality Services Manager of TXt Midlothian Cement Plant. ',,'.'ho prepared ihe above report of tests and that the same Is [rue and correct. Subscribed and sworn to before rrle on this gate: 0511Z/04 mary Public ' See ASTM 0150 Table 1, Footnote D, ou RESOURCES, INC. ]S~ Resot~:c~, ~oc. c~lJ:io~ that, to ~ ~i~ ~l~g~ ~ ~ ~ I~ ~ w~ g~ ~ ~J;~le AS~ mc~ ~ ~ ~r~ ~AS~ C~ ]~ and ~S~ M-295 ~ ~. ~ D~=~ Reoort of FI~_ Aal7 Welsh Plqnt, C~mu, Texsz Unit?] DA'I]Z: .F~O¢ ruary Silioon Diw, zide (SiOn) 33.95 CLASS,C CLA~S F TYPE C TY/?li; F 18.66 Irou Oxid; (FE203) 5.84 Sum of SiO.z, AJ~O>, ,~ Fe~02 MaSz~iuan Ox/d~ (M80) 58.43 6.19 50 Mia, 70 Min. 50 Mb 70 Min, Sulfur Trlo:dde ($0~) 2.51 5.0 Max. 5,0 Max. 5.0 Max. 5.0 Max. Moi~tur~ Contem 0.08 3,0 ~x. 3.0 Max. 2.0 M~, 2.0 M~, ~ss ~ ~dOn 0.13 6,0 ~. 6,0 M~. 3.0 M~, 3,0 ~x, Avail~le ,~k~ios ~ Nato 1,59 ~ 1.5~. ~ I,SM~. ~ium O~ (CaO) 27,67 PHYSICAZ,M~ALYsIS Fineness: Amount retained on 325 sieve % Wa.mr R;qu.l.remem, % Control Specific G r~vity 17. 17 34% Max, 34% Max. 30*/O4ax. 30%Max 96*/, 105%Max 105%Max 100Y, Rvla.x 100%Max 2.76 0.8% Max 75% m~.: (lml) 34),0079 Yzz~(2$l) 34J.0~/'2 0,8% Max 0.8% Max 0.8% Max 75% Min. 7.5% Min. 15% Mia. GEACE 1/1912004 Victor H. Vitlarreal TXI Operations, LP 1341 W, Mockingbird Lane Dallas, Texas 75247 Project Name: All Projects Product Selected: MIRA® 85 Grace Construction Products W.R. Grace & Co. - Conn. 4323 Crites Street Houston, TX 77003 713-223-8353 www.graceconstruotion.co m This is to codify that the MIRA® 85, a(n) Mid-Range Water Reducer, as manufactured and supplied by Grace Construction F'roduots, W.R. Grace & Co. - Conn., is formulated to comply with the Specifications for Chemical Admixtures fo.r Concrete, ASTM: 0494, Type A, F AASHTO: M194, Type A, F. MIRA® 85 doe8 not contain calcium chloride or chloride 0ontaJning compounds as a functional ingredient. Chloride' ions may be present in trace amounts contributed from the process water used in manufactunng. The foregoing is in addition to and not in substitution for our standard Conditions of Sale attached, Fred E. Hightower South Western Region Technical Services Manager GRA 1/19/2004 Victor H. Villarreal TXI Operations, LP 1341 W. Mockingbird Lane Dallas, Texas 75247 Project Nettle: Afl Projects Product Selected: Daravair~ 1000 Grace Constl'ucdon Products W.R. Grace & Co, - Conn. 6323 Crites Street PIo~.~ston, TX 77003 713-223-8353 w~vw,graceoonstructlon.corn This is to certify that the Daravairt8 1000, a(n) Air-Entraining Agent, as mar~ufactured and supplied by Grace Constructic:n Products, W, Ft, Grace & CO. - Conn., is forrnulaled to comply with the Specifications for Chemical Admixtures for Concrete, ASTM: C260 AASHTO: M154. Daravair(~) 1 g00 does not contain Oalciurn chloride or chloride containing compounds as a functional ingredient. Chloride ions may be present in trace amounts contributed from the process water used in mr~nufacturtng. The foregoing is in addition to and not in substkution for our standard Conditions of Sale attached. Fred ~. Hightower South Western Region Technical Services Manager 1/19/2004 Victor H, Villarreal TXI Operations. LP 1341 W, Mockir~gblrd Lane Dallas, Texas 75247 Project Name: All Projects Product Selected: Daratard® 17 Grace Construction Products W.R. Grace & Co. - Conn. 4323 Crites Street Houston, TX 77003 713-223-8353 www,graceconstruction.com This is to certify that the Deratard® 17, a(n) Retarder, as manufactured and sdpplied by Grace Construction Products, W.R. Grace & Co. -Conn,, is formulated to comply with the Specifications for Chemical Admixtures for Concrete. A'STM: C494, Type D AASHTO: M194, Type D. Daratard® 17 does not contain calcium chloride or chloride containing compounds as a functional ingredient. Chloride ions may be present in trace amounts contributed from the process' water used in manufacturing. The foregoing is in addition to and not in substitution for our standard Conditions of Sale attached. Fred E. I-fightower South Western Region Technical Services Manager Date: 05!11/2004 .Size: 5_.~7 Project: *"**ALL TE, STS"*" TEXAS INDUSTRIES QUALITY CONTROL DEPT. AGGREGATE SIEVE ANALYSIS Production Facility: Grading Designation: Sample Location: TXI - BRIDGEPORT, TEXAg ASTM 0:33 1" -//4. SIEVE CUMULATIVE CUMULATIVE CUMULATIVE REQUIRED SPECIFICATION SIZE WT. RETAINED % RETAINED % PASSING % RETAINED % PASSING 2.0" 1,5" 0 100 0 100 1,0" 2.33 97.67 0 - 5 95 - 100 %" 24,95 75,05 W' 65.88 34,12 40 - 75 25 - 60 3/8" 75,14 24,86 ;~ 98.72 t.28 90 - 100 0 - 10 #8 99.46 0.54 95- 100 0- S #10 #16 #50 #100 #200 Decant 9.0% 100% of tests: 8 Size: 57 PLANT: BRIDGEPORT Job: TEXAS INDUSTRIES QUALITY CONTROL DEPT, AGGREGATE SIEVE ANALYSIS Date: 05/11/2004 Production Facility; TXI MILL CREEK Designation: C57 Grading Designation: ASTM C-.33 1"- #4 Project: "::~*A. LL TESTS**'** Sample Location: SIEVE CUMULATIVE CUMULATIVE CUMULATIVE REQUIRED SPECIFICATION SIZE WT. RETAINED % RETAINED % PASSING % RETAINED % PASSING 2,0" 1.5" 0 100 0 100 1.0" 3,40 96,60 0 5 95- 100 %" 24.87 75.13 W' 61.00 39.00 40 - 75 25 - 60 3/8" 79.06 20,94 #4 95.66 4.34 90 - 100 0 - 10 #8 98,73 1.27 95 - 100 0 - 5 #10 #16 #30 #5O #100 #2OO 100% of 6 tests: Size: 57 PLANT: TXI MILL CREEK Job: ***'""ALL JOBS'* TEXAS INDUSTRIES QUALITY CONTROL DEPT. AGGREGATE SIEVE ANALYSIS Date: 05/13/2004 Size: 3_~3 Project: *"'"'ALL TESTS Production Facility: Grading Designation: Sample Location: RED RIVER SAND {'TERREL) ASTM C-33 FINE AGG. 3tEVE CUMULATIVE OU~'~LATIVE CUMULATIVE REQUIRED SPECIFICATION SIZE WT. RETArNED % RETAINED % PASSING % RETAINED % PASSING 2.0" 1.5" 1.0" 3/8" ¢¢4 2.58 97,42 0 - 5 95 - 100 #8 11.69 88.31 0 - 20 80 - 100 ~10 ~16 ,,~,A6 77,54 15 - 50 50 - 85 ~30 40,77 59,23 40 - 75 25 - 60 ~0 ~50 77,13 22.87 70 - 90 10 - 30 ~100 96.3~ 3.69 90 - 98 2 - 10 fi200 99,61 0.39 PAN WT, FineneSs ~odulus 2,50 Decant S.E. 100% of tests: 15 Size; 33 PLANT: RED RIVER SAND Job: ******'ALL JOBS"******