Okaloosa County BOCC — August 5, 2014 — Cell Phone Lot Project Closeout Checklist and Docs — reading text

accordance with current ASTM standards and evaluated per ACI recommenced standards and practices. Couch Ready Mix ISA requests copies of all approved mix designs prior to jobsite delivery. In order ta comply with ACI 318 we request that Couch Ready Mix USA be included on the distribution lists for all Concrete Test Reports, It is suggested that. a pre-powr conference be held at the jobsite prior.to jobsite delivery. the purpose of the rageting would be to answer any questions regarding responsibilities in scheduling and jobsite operations, Please forwatd this information and data to the proper authorities for approval. Mark Krauthein QC Manager e Poraphe teat Pay i. Sane Save wen LI REVISE BRE SUBMIT CI] Maas Golesi C TIONS NOT) TRE CORE TAL Bar ot TREE WES POR WME MONTE WATE THE they DOLUMENTS THIS REVIEW Ihe , Tek ACCURACY OM COMMECTRE ETHIE SURMTTAL AND DOES Nev AN ANY WAY RELIEVE THE SUBCONTRACTOR /ELPPLER rag FLL ve (ANCE WITH THE CONTRACT DOCUME 3 8, | v ane VO TFIES A Wiping ot O Rentt Ry: Raat a ~ ATE CATHEY CONSTRAICTION & DE VELCEMENF co S daliel READY MIX US Mix List READY MIX USA Chient : Brian Thonnan Construction Date: 05/)6?20 54 Projeci/Comcract : 0014-2779 (0044 ~ Okslooss Airport? 2013-21654 . . Specified | Avgrsgene| Cament ABco ; Optional Products : ; Mix Design Usage Stetglh Size ' Type NAE Slump Service Codes Quantity Pkacement method (pei) (%4} (mj) 1 yt} Plant: Pr Walten Race track = Ft. Walton Beach PLIST 03-1829 (1} | FDOT 4500 #57 Typell, | 100 6.0 T.50t 430 , Class F Ry ; j Ash ! 1328743 (12) | Curb and Garter 3 000 2 Type Fil, | LO 6.0) L0Gte 400 i | Clase F Fly i Ask BCSe Gsib READY MDX USA Mix Design Report Clenc: Brian Thurzaan Construction Ogte 5 His/2044 Project/Contract : 00)4-2771-0044 - Okaloosa Airport / 2013-21644 - Ghaluasa Ailtport Placemant : Unnge : FDOT : Mix Design Now: 03-3829(1) + Description: CLASS [1 DECK 4500 Compressive Strength (“| 4500 psi al 28 Daye | [Submittal No. 2013-21654 - 21654 Aueeremnte Sige a _ [857 . Plait _f Walton Race track, Fi. Walton Air % 10% fo 6.0% Yotume 27.0090 wenn Ratio 0.42 JU, at 2.0 % of air 150.2 Iie Siamp L.S¢to 4.50in {[Shunp with SuperP ‘Constituents and Suppilers Gaantity Sp. ed Yolume Cyd?) S3D Cement - 103 - TYPE VU - Type VN + Comex Cement, Demopolis Sh4 lb | 3.150 | 2.56 47 Cement - 110» F ASH - Class F Ply Ash Boral, Stilesboro — lilib | 2430 | 9,73 8 Water ~ 601 ~ WATER - Water - Water, - 268.7 (310 Gal) | 000 | 4.14% Stone » 267 - #37 STONE - Crashed Limestone - Vulcan Materials, Calera Al 149 1900 Ib | 2.710 11123 Sand « 301 ~ Natural Sand ~ Natural Sand « Mogsey Head Sand, PDOY Ph 60-718 281 Ib | 2.680 | 7.80 #P Admixtws » 402 - WRDA 64- Low Range Water Reducers - W.R.Stace, Pensavola $.00 o7/ewt 1 1.000 10.03 BY Adimidure - 462 ~DAREX ABA (AIR) - Air Entraining Agent- W.RGrace, Pensacola 0.08 owewt | 1.000 foo @ / Air Yolume 0.54 f Tetal 4055 Ib 27.00 Ft Optional Products : Remarks : ACH Cortified Fighl Testing Technicians Leval [. Ploaye advise yout testing labof such. ROL - Pursuant to ASTM C-94 14.4, The concrete producer Is to be provided with copies ofall Prepared by Approved by : Slrengih test ag sampled by curment a Rate x Date z Fr Wolton Race rank 2ISNW Rate Trock Road Ft. Walton Beach, FL BOY . a CONCRETE MIX DESIGN Clase: 1 DECK Miz Design Nunber: 03-18620-01 Minimum Strength: 4500 pai FOOT Approval Data! ingens HolWemtor? Yea isuuara Mane wre ane . Status: AppE SHY Faye?) Ag Propet B: Prockanes ; Peretoata. Ramly Mix USA . Planta: Prontuct ‘uantly Prodeser ‘ " ow Prodvel Mann Plant # “Spoor sp ns ogee - 48? LB GEMEX. DEMOPOLIS, ALABAMA 8.1§ Typell Cement MH Tog AASHTO M&S Hf LS. (MH) Fly gh: 124 1B BORAL MATERIALS - PLANT BOWEN 2.41 Ohaae F Fly Ash FAM ASTM © G18-- Clans F Cosa Aggraqate: 1990 «£5 SUTIN A , j ire wing aga yean LARIETTA MATERIALS 2.70 Limestone Fine Angregdte: 1200 18 | GOUGH RE oa ‘ss ig LB a ed READY MIX UBA 282 255 Silica Send ANEnlAdmbaure; 1.2 ~O2 WRORAECO 3824-0002 Garde ABA AASHTO M 454 ~ AEA Type DAdminturs: = 30,6 G2” WR GRACE GO — 8824-DRz WADA 84 AAGHTO MM ibd - - Type Type DAdmixurs = 48.200 OZ) WA GRACED Sob qaga Rebover . AASHTO M104 - Type D Waler: $2.0 GA Water for Conerate Waters 267 Le Watar ter Conataps Bpafignion Linke Producer Ola ROLL-A-METER Alr Content Liisa percent = WCM Rati O44 1B pet 1B Prassure Mater Alr Content AUR G.09 ramen Theotitlonl Yank 20> OF Compressive Sirepgth firpaiee than or squat to 4509 avgnat Tomparsiure E) dograg F Stump Ld. 400, foehaa Bhomnp inches Temperaltire SassJhanaraialta 0 debrie FE Heat of rtyaalion at avy WIGM Ratio Lodi lhe or gous ip 0.44 1B pers Dangly Wing L8 par CF Chiorlde Gantent 0.444 16 por oy Alr Con tupe percent Age Gon Factor a2 patna Aggrege Correolion Factor: a2 Camrmonta: Cosme Aggregate Substiialon: AL f2e for AL-149 Tanna inline OY Bt3 ath Darex® AEA® Air Entraining Admixture Description Darex* AEA® satin ture ig an aqueous Solution of a complex inixture of organic acid salts. Datex AEA is specially formulated for nde 98 an air-chtraining admixture for concrete abd is taimulactured under rigid control which provides uniform, predictable performance, I 1s supplied ready-to-use and does not require premixing with water, One Litre weighs approximately t02ke = 0.02kg, Darex AEA meets the requirentents of ihe Following specifications for chethical admixtures for concente: ASTM C200; ASI478 and AASHTO M154. Applications Darex ABA is-used in ready-mix, Block and concrete prochwts plants. It is alse used on the job with jobsite mixers, highway pavers -~ Wherever conorate is. mixed and there 46 « need dor purposeful ale entrainment, Because Datex ABA imparts workability to the nly, it is particularly effective with elgg, lightweight, Of inanufachied aggregates which tend to produce harsh concrete, It also makes possible the use of natiral sand deficient fn fins, Afr Envtraining Action Aizis entrained by the development of a seri- microscopic bubble system — intoderd into the mix ‘by agitation and stabilised by Darex AEA — tnt the mortar phase of the concrpte, * Workability is Improved Millions of tiny air bubbles extrained with Darex ABA act as flexible bull bearings, lubricating and plasticising the concrete mix, This permits a reduction in mixing water with £0 loss ia alump. Placesbility is baproved.... blerding and segregation are minimised, » Darnbitity ks Increaped Darex ABA concrete is eatremely durable, particularly when subjected to feezing __ Grace Concrete Products ce and thawing, It has resistance to frost and deioing salts, ag well.as ty suf fate, sen and alkaline waters. Compatibliity wth Other Admixturas Darex AEA is compatible ja conorste with all known acpplersting admixtures, water yeilucing admixoures and water- redveing retanders, By combining the separate effects of afr entainment with tha dispersion of a Water-reducing admixture, the water requirement of conurete may be reduced wilh proportional increases in strength and improvement in dhuwibifity, Beck admixture should be added yeparately to the mix, Addition Rates There is no standawl addition nda for Darex AEA, The amount to be used will depend upon the amount of air required whder job conditions, usually is the range of 3 to 6% Typical factors which migtt influences the atiiunt of vir-entrained are: temperance, cament, sand gradation, and use of extra fine materials such as Ay ash. Typical Darex AEA addition rates peas from 30 to200 el} 10Dke of comentitions material. Hipher addition rites batt be used for various projects, Addition fates as high as 300 to 400 ml / 100k of coneulitions material can be considered, ‘The air-entratning efficieney of Darex AEA becprnes sven greater when wed with water reducing and set-retarding agents, This may allow a reduction of up is tyo-thirds jn the amount of Darex ABA required for the specified air content. Ite Citace’s recommendation thal tents ane conducted to derarnune the optimura addition Huts Joe your application. Mix Water Reduction Enitrained ait will increase the volume of the concrele making iL mecespary to adjust the mix proportions to mainiain the cament factor and yield. This may be accomplished by a reduction Lo water requirement mad aggregate content. www. graceconstruction.com Bispensing Equipment Please ogntact your local Game representative Foe further information reganting the digpenalny squiproent for this product, Packaging Darex ABA is available in bulk, and 205L diunis. Derex AEA coniains no Narimible ingredients, It freezes at about-1°C, but its air- enttaining properties ars completely vestored by thawing and thorough ayitation, Health and Safety Ses Darex ABA Material Sefety Data Sheet or consult Grace Constaation Proper, Auntralla: Adalalde, Brisbang, Melbourne, Porth, Syctay «$300 eases rey B 2873 7808 redone 1} ROL4209 Japan i84~d) sate 20R8 Korea (82.32) 820 0nd) Ching Mabiland: Boling {08-4} 6784 $498, Guarerchu ( ta (80-3) 0074 B19g Whoa (28-27) b7pz 8949 BB20) SES NYES, Shin 24 Now Zealand Ackland (ot oh 970 te, SasT ABTA, OZ NAS lx Christehureh (844) 927 2479, Willig (84-4) 239 2683 Phill fag (69-40) 549 7273 Mingapara (65) 8295 3033 Taiwan MGB) Viet: 2 (65). ralvain (068-3) 489 $481 Thaifand (8-24 70 2 Haired (84.320) 4898 935, Ho Chi Allah City (414-8) 9740 8163 Dansk and AEA are ragistered inadernarks af WR Ohipe & Co-Gam, The atormialon oh Ip. based on dine and nowtegga ocxdernd te bp iy ahd accurate aad Is offered forme ugaiy Ssnnidansuen, Imaxtgadon 2 Mesiiagtec. Sinta tie cndtions of upa Ble beyond dur Geen Ol Wwe do A Warrant fe tasiiis lo Be obcaingel, Plenag faed alt slalomieris, ceecrnmencations at abated Wh tonmellono with our condtions oF sae Inohising dior fnilig warranties asd feomidies Wich apply to <a goods supmiae by 3, Ne RivlemGn. recanmendation cx supossilanis htandad at Rey Ldaoahioh wear wokibe.0} Indinige étatmory cotigaions or any Aghts Belongisy fo 8 third Ruy These pints ity ke obated by relone or pay percting Cansight 2008 WW. A Gren (Sa Lit MAIC 2¥pted fn Singapand O41 1617 Arsotn Road, P.O. Box 839 Demapotis, AL 36732 CeEM=> Telephone (334) 2994405 FAX {334} 280-1418 Cement dentifled wat Type HW LA Bate AVL Plant: CEMEN Location! Dewhopeliv, AL, Productloa Dates: Hepiniag Mis Sisrding H19/13 sees ci . Asia G19 [AASHTO aii test (ASTM C119 Tyr Type RESUU : (Sitoon Didank (550,), Minis ™ ee pte sa Fanaa Ataris Ondibe (Aly), % Moxhniand &Q a 34 AFecric. Oxite (Fe0h), 9 Maxlineny 6a a 47 peuleiten alice (Card}, % — vem 648 Magnoduin Clyde (MgC, 96 Maxine 6.0 6.0 OR Sulfite Trioxide (30,),36 Maxtnan a0 Be) 29 Lassen Ignition (LC), 3% Maxine 40 4A eI Pineotuble Rese, Mraviarinis 0.75 47s iit Free Live, % — _— O89 Alalies (Nao equivaters), % —_— do 6.52 Corton Dialogs iO, — aan 1 maces, Maxima 5 3 15 ODy Ie Monsotoane, 3% Minkouim 7 STH] 53 Ficwtehen Sica (ey), Mh + _ —_ % Bical Siticate 2,5), %4 °° one _ ie vitaleiam Alualiese tt a}, 9" Maxtaiun 8 a 7 Tetntaltiun Atustohrite CLAP), Da ** — _ 4 Sim of (CaS + 4,784C,4) Nia bat wa 10 or PHYSICAL REGOIRESTN TS KASTM C204) Blaine Fioeniay, mike dtialenen, 240 Ana 40 ] todas 40 40 MASTAED 440) 323 btrth dh passing! 923 AST C191) Thee. of Gettig (Vice Initio} Sey, ddinates Mist 45 45. oH Final Set, mines Maal REL 378 tes ASTM G 286} Tipe af Mottlng (Utne india! Sa, ruletex Minion op ao 1a Final Set, thinvtcs tS tockieenn 400 £b0 236 HASTAC 185) AirCloatent, % Mazxinaay 12 12 68 (ASTALC 457) Fale Set, 4 Minin He) sf 55 TASSM © 182) Nonnal Homisency, 6% — ae 244 [ASIM C 131) Auiocloey Experi ony % Mactun. 0.06 630 fy ASTM C 135) Aigeredin in Waser, Masivnuny nM Os 0.0X8,. (ASTM C 108) Campresahe Suwngsh, tout) i Day -- one 23170 3 thay Midaury 1430 1456 dr 7 Day Minin 2470 1970 aan * Adjusted Piiaaa Viet Limpalode Adan, per ASTM G JaatT, ATE and physica Spsallicalians wt, AST © 160-14 Io Type ll and Pypa LA PAASTTO hd 8874 for Taye A nye Tyee] LA Pronk oh, DEMEX hereby berlileg thal Ins