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Tax2014C-CS150512
City of Coppell Public Works Department Routing Sheet for Review of Submittals Vendor Name: U(loan bvi5itx,9) Date: 11 3-- Contracted Contracted Work/Project: 1`5`` ( /1QL A t'YII t� c .�(J I k-� Explanation: Sw` 47—tc "` ,,, Routing Sequence: Name Initials Date 1. Employee initiating review: Jamie Brierton i& 54115-- 0 0 Approved (Approved As Noted 0 Revise&Resubmit Comments: IvL b-uALA, cf(, 2. Wastewater Supervisor: , (/Billy Williams 0 Approved 0 Approved As Noted Revise&Resubmit Comments: 3. Water Supervisor: r Jerry Davis ‘.as.,„ 0 Approved 0 Approved As No d 0 Revise& Resubmit Comments: 4. Stre s Supervisor: Albert Samaniego e1(11 Approved 0 Approved As Noted 0 Revise& Resubmit Comments: 5. Constr ction Inspector: Zi U Thi== f>G" i- Approved 0 Approved As Noted 0 Revise&Resubmit Comments: 6. As ' tant Director of Public Works: Keith Marvin 1` 51/4 Z// Approved 0 Approved As Noted 0 Revise&Resubmit Comments: Copy to Laserfisch: YES / NO Copy to Engineer of Record: YES / NO , Iv A C c *J1 URBAN CONSTRUCTION GROUP Submittal Data Form: Contract: Neighborhood Alley Replacement Project Owner: City of Coppell Date: 5/12/2015 Specification Section: Section 5 , Item 2.6 Description: Concrete mix design Subcontractor/Supplier Redi-Mix Concrete Submittal Number: COP-01 Owner/Engineer Comments: Name and Title:Ali Attar/Project Engineer 2512 Program Dr.,Suite 109 mail@urbancon.com Phone:972-385-7574 Dallas,Texas 75220 Fax:972-385-7579 DIMIX CONCRETE) May 1,2015 Redi-Mix Concrete,L.P. To: Zagros Const DBA Urban Const Gip a US Concrete Company The Technical Service Department Project: Neighborhood Alley Replacement 201500446865—Coppell 331 North Main St. Euless,TX 76039 Office:(817)835-4100 RE: Submittal Provisions RedimixQC@us-concrete.com www.us-concrete.com Enclosed you will find the necessary submittal documents for the referenced project above for your review. Redi-Mix's 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 fully complies with ASTM C39 and ASTM C1077.Redi-Mix will also guarantee the strength performance of the mix designs submitted for a concrete temperature between 55°F and 95°F provided the design plastic properties are not exceeded and the concrete is placed within 90 minutes of batch time.This concrete temperature range shall not supersede any more restrictive temperature specification.All concrete should be placed and cured with the appropriate ACI guidelines and recommendations for hot and cold weather concreting.Redi-Mix cannot be responsible for non-conformance of strength if cylinders are not cured per ACI 301,section 1.6.3.2.d.Hot weather concreting practices will require the purchaser to order ice and/or chilled water to meet concrete temperature specifications.The purchaser shall be responsible for precautions taken against excessive wind,heat and low humidity per ACI 305 guidelines.The purchaser shall assume responsibility for any concrete defects related to the finishing process(cracking,scaling,dusting,delamination,discoloration, etc.),which is beyond Redi-Mix's control.This includes proper preparation,compaction and wetting of subgrade as well as proper spacing and depth of joints and rebar.During periods of cold weather,all concrete surfaces should be protected from freezing for at least the first 24 hours after placement to allow the concrete to attain a compressive strength of 500 psi.Should the purchaser elect not to order temperature control measures,the purchaser shall then assume all liability for costs associated with rejected concrete due to non-compliant concrete temperature. According to ACI 304.2R Section 4.2.1"Placing Concrete by Pumping Methods",the inside diameter of the hose should be a minimum of 3 times the maximum angular aggregate size of the concrete.(ASTM C33 allows#57LS to have up to 5%retained on the 1"sieve).It is recommended to minimize or eliminate the free fall of concrete to avoid loss of air content.Depending on boom configurations,alterations to the mix design may be required.With regard to pumped concrete,the various boom configurations,length of hose,line reductions and free fall distance are beyond Redi-Mix's control and we therefore cannot be responsible for loss of air content or any costs associated with either rejected fresh concrete or the removal and replacement of hardened concrete due to non-compliant air content resulting from this or from placing concrete outside of the slump range specified on the mix design. We thank you for allowing us to submit these documents for your review.Please copy Redi-Mix with the approved submittal.The approved submittal allows Redi-Mix to review any notes,comments or exceptions made by the engineer or owner relating to the specification.Failure to notify us prior to first placement shall constitute acceptance of the submitted mix designs and submittal provisions.Please order by mix number when scheduling concrete delivery. We request that Redi-Mix be added to the list of names receiving copies of testing laboratory information for this project.ASTM C94 entitles a manufacturer to receive copies of all test reports when strength of concrete is used as a basis for acceptance.This information is another tool for Redi-Mix to review and monitor the quality and performance of the concrete product delivered.In the event of limited material availability,substitution of a similar performing material may be required.All substituted materials will meet the appropriate ASTM requirements.In order to maintain the required mix volume,weights of individual materials may be varied to accommodate different material specific gravities.Material certifications for substituted materials are available upon request. The information within this submittal is confidential and the exclusive property of Redi-Mix.It shall not be disseminated to third parties without written permission from Redi-Mix Concrete. Please contact Technical Services with any questions at(817)835-2636. Respectfully, Sam Johnson Technical Services Supervisor us THE NEW RESOURCE FOR THE CONSTRUCTION INDUSTRY CONCRETE DI-MIX Date: 5/1/2015 CONCRETE Mix Number: 10L11504 Rea+-Mix Concrete,LP. Strength: 3600 psi @ 28 days 3US-Concrete N.MainS Company Euless,TX 76039 Description: 6 SK NR/NA Technical Service: (817)-835-4187 Plant No.: 259 Dispatch:(817)835-4020 E-mail: Customer: Zagros Const DBA Urban Const Grp redimxnct@Eus-concrete.com www us-concrete.com Project: Neighborhood Alley Replacement 201500446865 - Coppell Usage: Paving Saturated Surface Dry Weights Per Cubic Yard Vol Material Source Quantity (ftA3) ASTM C150 Type I/II Cement Martin Marietta, Midlothian 564 lb 2.87 0 0.00 ASTM C33 No. 57 LS Martin Marietta, Chico 1825 lb 11.21 ASTM C33 Fine Aggregate Redi-Mix Concrete 1277 lb 7.84 ASTM C494 A&D NRWR/ B&D NRWR Retarder BASF Pozzolith322/ MasterSet R 300 0-5 oz/cwt ASTM C260 Air Entrainment BASF AE90/*Fritz SuperAir Plus 1-4 oz/cy 1.08 ASTM C94 Water 30 gal 4.00 Total Volume: 27.00 Specified Slump 4 +/- 1" Specified Air Percent: 4.5 +/- 1.5% Wet Unit Weight: 145.0 Ib/ft^3 Design w/c ratio: 0.44 E * The use of an EF Technology mix design will reduce the amount of CO2 entering" the atmosphere", thereby reducing potential global warming. Fnology• Your Project, Our World Notes: Please make sure that redimixqc@us-concrete.com is on the list to receive break reports. Admixtures may be adjusted, depending on ambient conditions, at time of placement. *Air Entrainment may be adjusted using Fritz Super Air Plus This mix has been designed to meet the requirements of this project based on the information sent to Redi-mix Concrete.It is the responsibility of the purchaser to determine whether this mix design meets project specifications and is appropriate for the anticipated environment conditions.The specified strength guarantee per ASTM C94 will not be effective unless field sampling has been done per ASTM C172 and ASTM C31 and the laboratory fully complies with ASTM C39 and ASTM C1077.In the event of limited material avaliability,substitution of a similar performing material may be required.All substituted materials will meet the appropriate ASTM requirements.In order to maintain the required mix volume,weights of individual materials may be varied to accommodate different material specific gravities.Material certifications for substituted materials are avaliable upon request. All Redi-Mix Concrete mix designs are proprietary and confidential.The information contained in this submittal is only intended for parties associated with this project to validate the mix design materials,properties and its performance.Use of this submittal for other purposes without permission or consent from Redi-Mix Concrete is strictly prohibited. THEus NEW RESOURCE FOR THE CONSTRUCTION INDUSTRY CONCRETE MIX 10L11504 ACI-318 STATISTICAL ANALYSIS DATES MAX 99 5.50 3840 4780 5863 5.3 MIN 5 4.00 2730 3300 4130 3.0 NO. 30 30 9 30 30 30 MEAN 89 4.76 3477 3941 4822 4.3 SD 17.0 0.64 381 350 418 0.6 COV% 19.1 13.5 11.0 8.9 8.7 13.9 DATE CONC 3D 7D 28D Air % YY-MM-DD TEMP SLMP STR. STR. STR. 2014-06-19 90 5.25 3740 5070 4.4 2014-06-19 81 5.00 3940 4605 3.8 2014-06-24 90 5.50 2730 3690 4775 4.5 2014-06-30 90 4.00 3620 4545 5.0 2014-07-01 88 4.00 4410 5590 4.3 2014-07-02 88 4.00 4390 4640 4.9 2014-07-02 88 4.00 3480 4465 4.3 2014-07-03 95 5.50 3720 3790 4860 3.6 2014-07-03 97 5.00 3300 3730 4510 4.6 2014-07-03 97 5.50 3120 3300 4350 4.6 2014-07-03 97 5.50 3730 3750 4595 4.0 2014-07-03 84 4.00 3860 4670 4.9 2014-07-07 93 4.00 3900 5075 3.2 2014-07-07 97 5.25 3320 3925 4675 5.3 2014-07-07 88 4.00 4020 4855 4.3 2014-07-09 84 4.50 4780 5863 3.2 2014-07-10 95 5.50 3500 4585 4.5 2014-07-10 97 4.00 4120 5035 5.2 2014-07-10 93 5.00 3740 4520 4.9 2014-07-10 91 5.50 3750 4130 4.0 2014-07-11 95 5.50 4100 5300 3.7 2014-07-11 97 4.00 3730 4520 3.0 2014-07-11 97 5.50 3720 4285 4.2 2014-07-28 97 5.25 3770 4520 5610 4.4 2014-07-29 93 5.00 3840 4535 5460 3.9 2014-08-04 5 5.00 3760 4515 4965 4.6 2014-08-19 99 4.00 3990 5030 3.9 2014-08-25 95 4.00 4020 4480 4.5 2014-08-27 88 5.00 3910 4967 3.5 2014-10-07 90 4.50 3760 4620 4.6 Page 1 Matin Ma-let-to Plant: Midlothian Cement 245 Ward Rd. Midlothian, TX 76065 SPECIFICATIONS Portland Cement Bin Number: Car Number: Tons: Type I/II (Low Alkali) Sample Date: March-2015 Monthly Average A.S.T.M C150-12 Spec. Test Spec. Test Chemical Requirements: Limit Result Physical Requirements: Limit Result SiO2, (%) A 20.4 Air Content,Volume, (%) 12 max 8 Al2O3, (%) 6.0 max 4.2 Average Fineness(Blaine), (m2/kg) 280 min 393 Fe2O3, (%) 6.0 max 3.3 420 max CaO, (%) A 64.3 MgO, (%) 6.0 max 1.3 Autoclave Expansion, (%) 0.80 max -0.02 SO3, (%) 3.0 max 2.7 Loss on Ignition, (%) 3.0 max 2.1 Time of Setting: Insoluble Residue, (%) 0.75 max 0.42 Vicat initial set, minutes 45 min 96 CO2, (%) A 1.3 375 max 96 Limestone, (%) 5.0 max 3.0 CaCO3 in limestone, (%) 70 min 97 Compressive strengths,(Mpa) 3 days 12.0 min 25.2 7 days 19.0 min 29.9 Potential phase composition, (%):B Compressive strengths,(psi) C3S A 60 3 days 1740 min 3653 C2S A 13 7 days 2760 min 4393 C3A 8 Max 6 C4AF A 10 C3S+ 4.75(C3A) 100 max 86 Spec. Test Optional Chemical Requirements: Limit Result Total Alkalies(Na2O equiv.), (%) 0.60 max 0.55 A Not Applicable. B Adjusted for limestone per A1.6 We Certify that the above described cement, at the time of shipment meets the chemical and physical requirements of ASTM C-150 specification. Signature: Date: 4/9/15 Title: Quality Services Manager Chico Quarry 856 FM 2952 At,Martin Chico,TX 76431 Marietta 940-644-2759 04/06/2015 2579457 Conc Agg Procedure Sieve/Test Average Unit ASTM 57 2"(50mm) 100.0 1 1/2"(37.5mm) 100.0 % 100-100 1"(25mm) 97.1 % 95-100 3/4"(19mm) 80.0 % 1/2"(12.5mm) 42.6 % 25-60 3/8"(9.5mm) 24.5 % #4(4.75mm) 5.1 % 0-10 #8(2.36mm) 1.4 % 0-5 Pan 0.00 % FM 0.20 SPGR(SSD) 2.637 C29 Unit Wt(Loose) 92.4 C29 Unit Wt(Rodded) 99.2 tex 406 a Wash Loss(#200i75um) 0.8 % <1.5 Tex 410-A LA Abrasion 26.2 <40 Tex 411-A Soundness(MgSO4) 12.6 <18 Tex 461A Micro-Devai(Conc) 18 t ,YPU� Lana Kaye A sack * Notary Public STATE OF TEXAS 4,AA. y_ -/S- -*** ! ,Pv P'!lmmIsslon h.- 4;rt, o-.. :116 DI-MIX CONCRETE CONCRETE REDI-MIX TECHNICAL SERVICES LABORATORY SIEVE ANALYSIS RESULTS Plant: REDI-MIX CONCRETE, Plant 259 Product: Fine Aggregate, ASTM C33 Section 5 Date Sampled: 3/16/15 Date Tested: 3/19/15 Tested by: DPH ASTM NCTCOG Percentage SPEC'S Spec Sieve mm %Ret %Pass %Pass %Pass 11/2 38.10 0 100 - - 1 25.40 0 100 - 3/4" 19.00 0 100 _ 100 _ - 1/2" 12.70 0 100 100 - 3/8" 9.51 0 100 100 100 #4 4.76 3 97 95-100 95-100 #8 2.38 20 80 80-100 80-100 #16 1.19 39 61 50-85 50-85 #30 0.60 61 39 25-60 25-65 #50 0.30 87 13 05-30 10-30 #100 0.15 98 2 0-10 0-10 Pan 100 0 - #200(Decant) 0.74 - 1 0-3 0-3 FM 3.1 23-3.1 ABS% 0.8 S.G. 2.62 4;47 /7 Technical Resource Supervisor BASF The Chemical Company January 12,2015 Certificate of Conformance MasterSet®R 300 Admixture formerly Pozzolith 300R BASF Corporation Admixture for Concrete TO WHOM IT MAY CONCERN: State of Ohio County of Cuyahoga )$S Before me,a Notary Public, in and for the aforesaid State and County,personally appeared Richard Hubbard Ill,who being duly sworn,deposes and says: That he is a Sr.Technical Specialist for BASF Corporation in Cleveland,Ohio;and That MasterSet R 300 admixture is manufactured by BASF Construction Chemicals;and That MasterSet R 300 admixture and Pozzolith 300R admixture are the same product having identical composition, differing only in designation;and That MasterSet R 300 admixture, based on the chlorides originating from all the ingredients used in its manufacture, contributes less than 0.0002 percent(2.0 ppm)chloride ions by weight of the cement when used at the rate of 65 mL per 100 kg(1 fluid ounce per 100 pounds)of cement;and That MasterSet R 300 admixture meets the requirements for a Type B, Retarding,and Type D,Water-Reducing and Retarding Admixture specified in ASTM C 494/C 494M, the Standard Specifications for Chemical Admixtures for Concrete,as well as the requirements for Type B and Type D admixtures as specified in Corps of Engineers'CRD-C 87,and AASHTO M194. Richard Hubbard III BASF Corporation—Admixture Systems Subscribed and sworn o before me th 2th,day of Janu.n 20)5 Charlene R.Mand. Notary Public,State of Ohio My Commission Expires November 4,2016 Recorded in Summit County BASF Corporation Construction Chemicals MASTER® 23700 Chagrin Boulevard »BUILDERS Cleveland,Ohio 44122 Telephone(216)839-7500 SOLUTIONS di . BASF The Chemical Company January 12,2015 Certificate of Conformance MasterAir®AE 90 Admixture formerly MB AE 90 BASF Corporation Admixture for Concrete 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 Ill,who being duly sworn,deposes and says: That he is a Sr.Technical Specialist for BASF Corporation in Cleveland,Ohio;and That MasterAir AE 90 admixture is manufactured by BASF Corporation-Admixture Systems;and That MasterAir AE 90 admixture and MB AE 90 admixture are the same product having identical composition, differing only in designation;and That no calcium chloride or chloride based ingredient is used in the manufacture of MasterAir AE 90 admixture;and That MasterAir AE 90 admixture,based on the chlorides originating from all the ingredients used in its manufacture, contributes less than 0.000068 percent(0.68 ppm)chloride ions by weight of the cement when used at the rate of 65 mL per 100 kg(1 fluid ounce per 100 pounds)of cement;and That MasterAir AE 90 admixture meets the requirements of ASTM C 260, Corps of Engineers CRD-C 13, and AASHTO M154,the Standard Specifications for Air-Entraining Admixtures for Concrete. OP ''' WA kii/A '''.("'"\- '" -51: Ric and Hubbard Ili BASF Corporation-Admixture Systems Subscribed and sworn to before me the ''day ofJanu-j,20 Charlene R.Mand-t Notary Public,State of Ohio My Commission Expires November 4,2016 Recorded in Summit County BASF Corporation Construction Chemicals MASTER° 23700 Chagrin Boulevard Cleveland,Ohio 44122 Telephone Telephone(216)839-7500 SOLUTIONS Lii D BASF The Chemical Company January 12,2015 Certificate of Conformance MasterPozzolith®322 Admixture formerly Pozzolith 322 N BASF Corporation Admixture for Concrete 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 sworn,deposes and says: That he is a Sr.Technical Specialist for BASF Corporation in Cleveland,Ohio;and That MasterPozzolith 322 admixture is manufactured by BASF Corporation—Admixture Systems;and That MasterPozzolith 322 and Pozzolith 322 N admixture are the same product having identical composition,differing only in designation;and That no calcium chloride or chloride based ingredient is used in the manufacture of MasterPozzolith 322 admixture; and That MasterPozzolith 322 admixture,based on the chlorides originating from all the ingredients used in its manufacture,contributes less than 0.00024 percent (2.4 ppm)chloride ions by weight of the cement when used at the rate of 65 mL per 100 kg(1 fluid ounce per 100 pounds)of cement;and That MasterPozzolith 322 admixture meets the requirements for a Type A,Water Reducing,Type B,Retarding,and Type D,Water Reducing and Retarding Admixture specified in ASTM C494/C494M and AASHTO M194,the Standard Specification for Chemical Admixtures for Concrete,as well as the requirements for Type A,Type B and Type D admixtures as specified in Corps of Engineers'CRD-C 87. (4\J.:1\ Cv\. A-A)A \)"' WI 1:E _ Richard Hubbard Ill BASF Corporation-Admixture Systems Subscribed and sworn to before me the 1 ay"of Janua 115 Z Charlene R.Mandat Notary Public,State of Ohio My Commission Expires November 4,2016 Recorded in Summit County BASF Corporation Construction Chemicals MASTER° 23700 Chagrin Boulevard Cleveland,Ohio 44122 �>BU I LDERS Telephone(216)839-7500 SOLUTIONS °'10 SUPER AIR PLUS FR ITZ•PAK CONCRETE ADMIXTURES AIR ENTRAINING ADMIXTURE ADVANTAGES Cementitious content, concrete temperature, ambi- • Reduces amount of concrete rejected due to low ent temperature or concrete mixes containing ac- entrained air content celerators, retarders, or special admixtures such as • Super Air Plus is a premeasured dry material and superplasticizers or silica fume may require dosage will not freeze rates outside the recommended range. Contact your • Easily transported and dispensed Fritz-Pak distributor with any questions concerning • Improves concrete workability the dosage rates for these products. It is recom- • Addition of Super Air Plus will not affect the mended that testing be done to determine the suit- water/cement ratio ability of Super Air Plus to your mix designs. • Entrained air content may be easily adjusted prior to job site testing FOR ONE YARD TRAILER MIXERS: • Super Air Plus is packaged in water-soluble Fritz- Use specially packaged product in 4 oz. water-solu- Pak inner bags for convenient use at plant or job ble bags. (Item#95661). site. FOR MORTARS AND DRY BLENDED DESCRIPTION PRODUCTS: Fritz-Pak Super Air Plus is a dry powdered admix- Super Air Plus can be used as an air entraining agent ture, packaged in patented ready-to-use water-sol- for the production of mortars and other dry blended uble bags or in bulk (50 lb bags). Super Air Plus is materials. Up to 16%air entrainment can be obtained recommended for all types of air entrained concrete with Super Air Plus. Air contents vary considerably when an increase in entrained air content is neces- depending on the materials used. Use the following sary. Super Air Plus may also be used as a primary table as a guideline: air-entraining admixture. Super Air Plus is compat- ible with all standard concrete admixtures. Desired Dosage of Air Super Air Plus By total weight DIRECTIONS Content By weight of of blend 1. If entrained air content is below the specified level, cement determine which Air Plus product is required. (See 5-7% 0.25-1.25 oz/cwt 0.9-4.5 oz/ton Recommended Dosage Rate). 0.15-0.80 g/kg 28-141 g/MT 2. Each Super Air Plus package is double bagged. 7-10% 1.0-4.0 oz/cwt 5.0-12.0 oz/ton Remove the protective outer bag and add the water- 0.63-2.5 g/kg 156-375 g/MT soluble Fritz-Pak inner bag to plastic concrete. 4.0-6.0 oz/cwt 14.0-22.0 oz/ton The entire inner bagwill easilydissolve. 10-15% 2.5-3.75 g/kg 438-688 g/MT 3. Mix at high speed for 5 to 7 minutes to insure that the Super Air Plus is uniformly dispersed COMPATIBILITY throughout the mix. Super Air Plus is compatible with all air-entraining 4. If entrained air content remains below specified admixtures, calcium chloride and other admixtures. levels, more Super Air Plus may be added. When used with other admixtures, each one must be dispensed separately into the mix. RECOMMENDED DOSAGE RATE APPLICABLE STANDARDS FOR CONCRETE: Super Air Plus meets ASTM C-260,AASHTO M-154 & CRD C-13 specifications. Super Air Plus. For larger increases in entrained air content, use one 8-oz bag (227 g) of Super Air Plus PACKAGING to increase the entrained air content for a full load • of concrete by 3/4 to 2%. For use as a primary air- 8 oz. (227 grams)water soluble bag, 60 bags entraining admixture, a Super Air Plus dosage rate per case, 35 cases per pallet(item#95664) • 50-lb paper bag, 40 bags per pallet(item of 0.25 to 1.25 oz./cwt. (0.15 to 0.80 g/kg) is recom- #95667) mended to achieve 5 to 7% entrained air content. Fritz-Pak Corporation • Mesquite, TX USA•Tel: 214-221-9494 • Fax: 214-349-3182 •www.fritzpak.com Product Bulletin#124 43 FR ITZ•PAK SUPERAIR PLUS CONCR ETE ADMIXTURES AIR ENTRAINING ADMIXTURE Q. What is the raw material used in the production t = kk of Super Air Plus? A. Vinsol Resin, a natural air entrainer. r 4 Q. Are these products compatible with synthetic air entrainers? �I�aa9f A. Yes.Additionally the spacing and size of air l: -,:4VW,75.114:4;;V: 1'44 bubbles is improved when natural air entrainers are used to correct synthetic air entrainers. Q. Can they be used in dry-blended materials like mortars and stuccos? A. Yes. See the recommended dosage rate chart. Q. Are Super Air Plus and Air Plus effective in concrete with fly ash containing high levels of • 4-oz. water soluble bag, 60 bags per case, 35 organic compounds (i.e. high LOI)? cases per pallet(item#95661) A. Yes. Natural air entrainers are more effective than synthetic air entrainers. FAQs Q. What does increased air content do to Q. Can I add Super Air Plus or Air Plus to water to concrete? make a liquid admixture? A. It increases its durability by making it more A. No. Some of the components will only dissolve resistant to damage from freezing. under special conditions of temperature and pH. Q. Will it change the set time? Q. How long have the products been in the A. No, it will not speed or slow the set. market? A. Since 1992. Q. What standards does Super Air Plus meet? A. They meet ASTM C-260,AASHTO M-154 and PRECAUTIONS CRD C-13 standards. All Fritz-Pak Concrete Admixtures should be stored in a dry location, protected from breakage, deterioration Q. Will it affect the strength of my concrete? and contamination. They are not subject to damage A. It will not significantly change strength, and it from freezing temperatures. will increase durability. WARRANTY Q. What is the difference between Super Air Plus The information and recommendations in this publication are,to the and Air Plus? best of our knowledge,reliable.Suggestions made concerning uses A. Super Air Plus has twice the concentration of or applications are only the opinion of Fritz-Pak Corporation and us- ers should make their own tests to determine the suitability of these the active ingredient of Air Plus. products for their own particular purposes. Because of numerous factors affecting results, Fritz-Pak Corporation makes no warranty Q. Which product should I use,Air Plus or Super of any kind,expressed or implied,including those of merchantability Air Plus? and fitness for purpose. Statements herein, therefore, should not be construed as representations or warranties.The responsibility of A. Air Plus should be used by concrete producers Fritz-Pak Corporation for claims arising out of breach of warranty, who have very consistent quality in their supply negligence, strict liability, or otherwise are limited to the purchase of raw materials, thus only needing small price of the materials. corrections of air. Concrete producers that U.S.Patents No.4,961,790 and No.5,120,367. have variation in their quality of raw materials normally experience wider fluctuations in air ©2009 Fritz-Pak Corporation content and should consider using Super Air Plus. Fritz-Pak Corporation • Mesquite, TX USA•Tel: 214-221-9494 • Fax: 214-349-3182 •www.fritzpak.com Product Bulletin#124 44 URBAN CONSTRUCTION GROUP Submittal Data Form: Contract: Neighborhood Alley Replacement Project Owner: City of Coppell Date: 5/12/2015 Specification Section: Section 5 , Item 2.6 Description: Rebar Subcontractor/Supplier CMC Building Material Submittal Number: COP-03 Owner/Engineer Comments: Name and Title:Ali Attar/Project Engineer 2512 Program Dr.,Suite 109 mail@urbancon.com Phone:972-385-7574 Dallas,Texas 75220 Fax:972-385-7579 g5 m0 rPto2 �� DD m r- r- > 00 -z. fuuui 0 m 1i r 7', CD !? m co m is w O O co �. m O N g ° 01 m 7 0 m m a y D W W V r -I IC 7 N -' O .3 N -< CO y f6 CO 0 N N Ui 4" 7C ry ., r ,�' 7 N O .a 0 m o• m m m -,' `' F a- ? 7 S S nal crt p m 3 m m i . m �* -' c7 A.Cn m ,y.. .ter .y. •. .H. to+_ ?.y .N.. 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Cin MD O - 01 cc a U N ' cotVt Q U 3 cc) U C( = N N a w dr 5 (n N • > 0 ah co Z — D. )- 0 r O v MH N J (0 0N 0 -_I 0 M 0) z r u. �-• O v I O 0 °O M t0 — N O 1::) 03 R W '-- DJ W 6 U O rn¢ U. co d 0H j Ir TO w W 0 I U ( z co CSW C CC 2 01 O� aa r Q C C X O CD r n O > h N .- N z 0 U - y IC) co M 4 r 0 co t6 h CD U) rw r- 2 N so , r 0 co >, U N O N N o c c o .y Zcz 22 is) Q X co O J h O as N CO di, 3' o o Cr) o r N Y YW M 0 w W O = h CO r tt I� 0o ct N O)T O O N O 0/ 4 ,-35,) c- of h E..: J M to 0 0 .- M N N O O O O O r O M Z M t0 w J J UJ 2x > 0660600660060 N r r O - n, 2 H h O 0 o U h 5 N O csj .Y U E LL N {7 Cj V 2 r` 0 to Q r r r r .- r 4 Ue 0000E0 d Q, : N N 0 N U N U -- U) *0 t9 n t t c = ca fl j E Tt r E O O 2 CA 0 = r p 0 at c c c c, J N D x COOO '7 M M 0 N O) 0 c°)a h m CD CC co az Q O N '0 CD i11 U' C L 0u) m 2 O O Y C O m N M Cr CC,) CLI IL/ I I- R Q .. •Ci~\ o z Q cz Q co C W Cn /0®�\ Z O o w d 0 w aCC &MIMI hrc° CI .ah d ;MeV Q U 23 Q J W R4`a' z on dN' 0 oc 2 Ii F� III URBAN CONSTRUCTION GROUP Submittal Data Form: Contract: Neighborhood Alley Replacement Project Owner: City of Coppell Date: 5/12/2015 Specification Section: Section 5 , Item 2.15 Description: Root Barrier Subcontractor/Supplier John Deer Submittal Number: COP-05 Owner/Engineer Comments: Name and Title: Ali Attar/Project Engineer 2512 Program Dr.,Suite 109 mail@urbancon.com Phone: 972-385-7574 Dallas,Texas 75220 Fax:972-385-7579 36" UNIVERSAL GUIDE - UB 36-2 48" UNIVERSAL GUIDE - UB 48-2 DeepRoot UB 36-2 and UB 48-2 are designed for slopes,retaining walls or anywhere extra depth is required for hardscape protection. Ideal for Linear Applications,the panels can also be used in large perimeter surround plantings." APPLICATION STYLES PRODUCT USES c Cl) - Cl) Q n 3 -o mCD 6 -0 Q n sv Product# ° a co ° Product# rn m R° a UB12-2 • • • UB12-2 • • • UB 18-2 • • • UB 18-2 • • • UB 24-2 • • • • UB 24-2 • • • • • • UB 36-2 • • . UB 36-2 • UB 48-2 • • • UB 48-2 • UB 36-2/UB 48-2 USES •Utility Corridors •Slopes •Retaining Walls •Raised Planters •Cemeteries FEATURES •Instant assembly: panels slide together with a zipper joiner system •Universal Guide: Use in linear or large perimeter*surround applications •Sizing adjustable in 1' (30.5 cm)modules •1/2"(1.2 cm)raised 90°molded root deflecting ribs •Combine with UB 24-2 or UB 18-2 where terrain requires varying depths •Made in USA •*Large perimeter applications: minimum 8' (2.4 m)diameter planting area using 12 panels PANEL DIMENSIONS UB 36-2:36" H x 24"W(91.5 cm x 61 cm) UB 48-2 :48" H x 24"W(122 cm x 61 cm) MATERIAL AND MANUFACTURING PROCESS •100%reprocessed polyehtylene •Homopolymer Polyethylene of 0.080"(2.032 mm)thickness extruded •Made in USA PACKAGING UB 36-2: 14 Panels(28 linear feet/8.53 m)per carton UB 48-2: 10 Panels(20 linear feet/6.1 m)per carton 20 cartons per pallet, approximately 43 lbs.(19.35 kg)per carton SPECIFICATIONS PROPERTIES: TEST ASTM TEST METHOD VALUE COPOLYMER POLYPROPYLENE Tensile stress @ yield D638 3800 PSI(26,200 kPa or kN/m2) Elongation @ break% D638 10% Tensile Modulus D638 155,000 PSI(1,068,687 kPa or kN/m2) Notched Izod Impact D256A 0,4-4,0 Flexural Modulus D790 145,000 PSI(999,739 kPa or kN/m2) Hardness Shore D785A P66 Auk URBAN CONSTRUCTION GROUP Submittal Data Form: Contract: Neighborhood Alley Replacement Project Owner: City of Coppell Date: 5/12/2015 Specification Section: ; Section 5 , Item 2.4 Description: SWPPP Subcontractor/Supplier N/A Submittal Number: COP-07 Owner/Engineer Comments: Name and Title:Ali Attar/Project Engineer 2512 Program Dr.,Suite 109 mail@urbancon.com Phone: 972-385-7574 Dallas,Texas 75220 Fax:972-385-7579 IPPIF NW 1111 SMALL CONSTRUCTION SITE NOTICE: LOW POTENTIAL FOR EROSION FOR THE Texas Commission on Environmental Quality (TCEQ) Stormwater Program TPDES GENERAL PERMIT TXR150000 The following information is posted in compliance with Part II.E.l.of the TCEQ General Permit Number TXR150000 for discharges of stormwater runoff from small construction sites automatically authorized based on low rainfall erosivity. Additional information regarding the TCEQ stormwater permit program may be found on the interne at: it p;//w w ',te'4 zs1; R:_..: �4°s_.... °#•4._..... ..,w eonstruoiptditml Operator Name: Urban Construction Group Contact Name and Phone Number: Ali Attar 972-742-8922 Alley Replacement Project Description: 825-927 Crestview (Physical address or description of the site's location, 5/25/2015 to 6/30/2075 estimated start date and projected end date,or date that disturbed soils will be stabilized) For Small Construction Sites Authorized Under Part ILE.1., the following certification must be completed: Joe Tabaee (Typed or Printed Name Person Completing This Certification)certify under penalty of law that I have read and understand the eligibility requirements for claiming an automatic authorization based on low rainfall erosivity under Part II.E.I. of TPDES General Permit TXR(50000 and agree to comply with the terms of this permit. Construction activities at this site shall occur within a time period listed in Appendix A of the TPDES general permit for this county,that period beginning on 5/25/2015 and ending on 5f30/20,5 . I understand that if construction activities continue past this period, all stormwater runoff #.'t be authorized under a separate provision of the general permit. A copy of this signed notice is supplied to the open,.r of the MS4 if discharges enter an MS4, I am aware there are significant penalties for providing false inf tion o .: conducting unauthorized discharges, including the possibility of fine and imprisonment for knowing viol ns. Signature and Title Vfce President : , Date 5/8!2015 Date Notice Removed MS4 operator notified per Paint II.F.3. URBAN CONSTRUCTION GROUP Submittal Data Form: Contract: Neighborhood Alley Replacement Project Owner: City of Coppell Date: 5/12/2015 Specification Section: Section 5 , Item 2.20 Description: Notification to Neighbors Subcontractor/Supplier N/A Submittal Number: COP-02 Owner/Engineer Comments: Name and Title: Ali Attar/Project Engineer 2512 Program Dr.,Suite 109 mail@urbancon.com Phone:972-385-7574 Dallas,Texas 75220 Fax:972-385-7579 NOTICE OF CONSTRUCTION IN THE PUBLIC RIGHT OF WAY GENERAL CONTRACTOR: URBAN CONSTRUCTION GROUP Project: ALLEY REPLACEMENT The purpose of this flyer is to notify you that Urban Construction Groupwill be starting the Alley Improvement for the Purpose: project located at 825-937 Crestview the work is scheduled to begin on and complete by The Alley Improvements to be constructed in the public right of way include: concrete removal, Inlet removal and adjustment, concrete Details of work to installation be performed: Expected closures and estimated dates of closures: Vehicular and pedestrian traffic The alley behind your house will be inaccessible during construction. impacts: Please contact Ali Attar General (General Contractor's name) at 972.742.8922 Contractor Contact (General Contractor's 24 hour contact phone number) Information:. With any questions or concerns that you have regarding the work to be performed in the right of way. 77.,,,,2 ...."."."*.‘ URBAN CONSTRUCTION GROUP Submittal Data Form: Contract: Neighborhood Alley Replacement Project Owner: City of Coppell Date: 5/12/2015 Specification Section: Section 5 , Item 2.6 Description: Curing Material Subcontractor/Supplier CMC Building Material Submittal Number: COP-04 Owner/Engineer Comments: Name and Title: Ali Attar/Project Engineer 2512 Program Dr., Suite 109 mail@urbancon.com Phone: 972-385-7574 Dallas,Texas 75220 Fax: 972-385-7579 hepler's SHEP CURE 309 CITY WHITE PERFORMANCEPRODUCTS WATER-BASED CONCRETE CURING COMPOUND DESCRIPTION TECHNICAL DATA The Shep Cure 309 City White series of water-based, whit- Drying Time: Typically dries in two hours, depending on epigmented concrete curing compounds are wax-based jobsite conditions (temperature, wind, etc.). Restrict foot dispersions with selected white pigments. When properly traffic for at least four hours. Revised:07/11 applied, Shep Cure 309 City White forms a premium-grade Flash Point: >212° F (100°C). membrane, which optimizes water retention. The white pig- ment reflects the sun's rays to help keep the concrete surface PACKAGING cooler and prevent excessive heat buildup. 5 Gallon (18.93 L) Pails, 55 Gallon (208.20 L) Drums PRIMARY APPLICATIONS COVERAGE Shep Cure 309 City White is ideal for application on exterior, Approximately 200 ft.2/gal. (4.91 m2/L). Coverage rates Q horizontal surfaces,such as highways,airports,and street and may have to be adjusted in windy conditions. _ curb paving.Shep Cure 309 City White is not recommended for residential applications. The product provides optimum LEED INFORMATION curing when protection from the sun's heat is desired. May help contribute to LEED credits: U FEATURES & BENEFITS • EQ Credit 4.2: Low-Emitting Materials: Paints&Coatings a- ■ MR Credit 5.1: Regional Materials: 10% Extracted, Pro- Lu ■ When properly applied, provides a premiumgrade film, n cessed &Manufactured Regionally c which optimizes water retention. • MR Credit 5.2: Regional Materials: 20% Extracted, Pro- • Protects by reflecting the sun's rays to keep the concrete cessed &Manufactured Regionally surface cooler and prevent excessive heat buildup, which can cause thermal cracking. APPLICATION • Furnished as a ready-to-use,true water-based compound. New Concrete: Apply Shep Cure & Hard as soon as sur- • Produces hard, dense concrete ... minimizes hair check- Preparation: Application equipment must be clean and ing,thermal cracking, dusting and other defects. • Offers a compressive strength significantly greater than free of any previously used materials. improperly or uncured concrete. Mixing:Any settling or separation in the container must be ■ Increases tensile strength for greater resistance to crack- re-dispersed with gentle agitation prior to use. CAUTION: w ing and surface crazing. TO AVOID FOAMING, DO NOT MIX EXCESSIVELY. DO Cr) • Improves resistance to the abrasion and corrosive actions NOT THIN. of salts and chemicals - minimizes shrinkage. ■ Applies quickly and easily with conventional commercial APPLICATION Spray on in one even coat with a hand or power sprayer as spray equipment. • VOC compliant-VOC content is <100 g/L. soon as the surface water disappears from concrete sur- U_ face. Use a Chapin 5797 (or equivalent) spray nozzle that Z produces a flow of 1/2 gal. (1.89 L) per minute under 40 psi SPECIFICATIONS (.276 MPa) of pressure. LU • U.S. EPA Architectural Coatings Rule: 350 g/L maximum VOC for concrete curing compounds. Cleanup: Prior to drying,equipment may be easily cleaned • • SCAQMD Rule 1113: 100 g/L maximum VOC for con- with soap and water. Once dried, use mineral spirits or Z crete curing compounds and waterproofing concrete/ other suitable petroleum solvent. 0 masonry sealers • Ozone Transport Commission (OTC): 350 g/L maximum VOC for concrete curing compounds. o ■ ASTM C 309,Type 2, Class A • AASHTO M 148,Type 2, Class A ■ FAA Spec. Item P-610-2.11 (e) Forquestionsehoutthis product,use our QR code El • 0 d • .1 ire Continued on reverse side 800-729-1150 I www.cmcsheplers.com • 777 Eldridge Pkwy., Ste. 500, Houston,TX 77079 PRECAUTIONS KEEP FROM FREEZING. Do not apply when the tempera- . ture of the air and/or the concrete is less than 40°F (4°C). DO NOT MIX OR DILUTE WITH ANY OTHER PRODUCTS OR LIQUIDS. Do not use on surfaces that are later to be painted, tiled, hardened, sealed or treated in any manner. Do not use on patios,sidewalks or other areas where there is typically no wheel traffic to abrade the white film surface. Not recommended for use on residential applications. HEALTH HAZARDS Direct contact may result in mild irritation. Read and follow all application, label, precautions, and health and safety information prior to use. Refer to Material Safety Data Sheet for complete health and safety information. 0.6 _ SHELF LIFE LU One year in original, unopened container. WARRANTY 0_ LU CMC Construction Services.warrants at the time and place we make shipment,our material will be of good quality and will conform with our published specifications in force on the date of acceptance of the order."Read complete warranty.Copy furnished upon request.The information contained herein is included for illustrative purposes only,and to the best of our knowledge,is accurate and reliable.CMC Construction Services. cannot however under any circumstances make any guarantee of results or assume any obligation or liability in connection with the use of this information.As CMC Construction Services has no control over the use to which others may put its product,it is recommended that the products be tested to determine if suitable for specific application and/or our information is valid in a particular circumstance. Responsibility remains with the architect or engineer, contractor and owner for the design,application and proper installation of each product.Specifier and user shall determine the suitability of products for specific application and assume all responsibilities in connection therewith w LU H Q Q U_ Z U w H ■ Z Q 0 Z_ U O ce 800-729-1150 I www.cmcsheplers.com ■ 777 Eldridge Pkwy.,Ste. 500, Houston,TX 77079 URBAN CONSTRUCTION GROUP Submittal Data Form: Contract: Neighborhood Alley Replacement Project Owner: City of Coppell Date: 5/12/2015 Specification Section: Section 1 , Item 8.2 Description: Schedule Subcontractor/Supplier N/A Submittal Number: COP-06 Owner/Engineer Comments: Name and Title:Ali Attar/Project Engineer 2512 Program Dr., Suite 109 mail@urbancon.com Phone: 972-385-7574 Dallas,Texas 75220 Fax:972-385-7579 : n� N a N LL 3 Z >: I,N',, r;✓ LL' F- :;mL o m. IN 1LL a) 3 L . 40 a �~a— w ^ N o c T 2 Y a) m N m N'I E E ▪.4. n ILLS! 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' _ 1,1 3 L F� o 8.' N' _ 0_ CD 8. To To N E E .) _, w w mU n u- • 0 O oU CNI N X 0 - 'O U N O J30 [[ co Z ~` 2• !A 1!11E N� _.z NINI o r- ,„N LL: I z a N, N LL� Z N M 2' .00 LL : FZLL { K 11 �\UN • \W \ � ' , \ I \0f / S \ � Loll k 1d \?«» j w / o .§ E. ' E • ; s 33 \ { 0_� \ \ WW Ieo t {2 3 \ 76« • \ \ 1[E +H ) } E a « «. . . . , �\ I ♦ R. , / pill\ j e ; coLo 6 5 .--,1 ) / URBAN CONSTRUCTION GROUP Submittal Data Form: Contract: Neighborhood Alley Replacement Project Owner: City of Coppell Date: 5/12/2015 Specification Section: Section 5 , Item 2.3 Description: Traffic Control Plan Subcontractor/Supplier N/A Submittal Number: COP-08 Owner/Engineer Comments: Name and Title:Ali Attar/Project Engineer 2512 Program Dr., Suite 109 mail@urbancon.com Phone:972-385-7574 Dallas,Texas 75220 Fax:972-385-7579 d H 0.-, u ---- o ..,....-1 crQ FD-1' ......... 1 --,--- (.1 K do it C4 0 c:._,.•€,--€,,,() .3 i ot? a— E — i-D— i t °I ''III—I.I'ci.5 I —1—• i sm t:s 0 ' . ,5 • (.. .--1— . 0 , "s0 LA cr- 4=. 0 i1.614" 1 .4, 4.1_, '.0 --t— _OP 41. 111‘ C1) CL---- tIl , (.0 € 0.4 N , . .. ,. 1 I , 1 , I A i K DC , -a a. ti iv CD (—Ps I C) 0 I 0 co CD r o I ..., rr a, 0 i '`" 0 —*) i — URBAN CONSTRUCTION GROUP Submittal Data Form: Contract: Neighborhood Alley Replacement Project Owner: City of Coppell Date: 5/12/2015 Specification Section: Section 5 , Item 2.6 Description: Self-Leveling Sealant Subcontractor/Supplier Sika Submittal Number: COP-09 Owner/Engineer Comments: Name and Title:Ali Attar/Project Engineer 2512 Program Dr., Suite 109 mail@urbancon.com Phone: 972-385-7574 Dallas,Texas 75220 Fax: 972-385-7579 Product Data Sheet Edition 10.21.2011 Sikasil-728 SL Sikasil°-728 SL Self-leveling, ultra low-modulus, highway/parking garage, neutral cure silicone sealant Description Sikasil-728 SL is a self-leveling,one-component,ultra low modulus,elastomeric,neutral cure silicone seal- ant.Meets the requirements of ASTM D-5893;ASTM C-920,Type S,Grade P,Class 100/50;Use T,M,G, A,0 with an ultra low Shore Hardness;TT-S-00230C,Type I,Class A;TT-S-001543A,Class A. Where to Use Construction Application •Highway joints •Bridges •Stadiums •Parking garages IN Plaza decks •Driveways •Decks •Expansion joints •Saw cut joints Substrate •Concrete,steel,glass,aluminum,tile,ceramic,masonry,asphalt,brick,stone and granite Advantages • No tooling,less labor • Extremely long service life • Ideal for cold climates • Excellent flexibility for extreme high and low temperature conditions • Excellent flexibility for dynamic joint movement • Bonds to most substrates without priming including asphalt and concrete • Ready to use,labor cost reduction • More productivity • All season ease of application • Good contact/adhesion with hard to reach areas • Excellent for use on runways and tarmacs • Jet fuel resistant • Resistant to road salts Typical Data RESULTS MAY DIFFER BASED UPON STATISTICAL VARIATIONS DEPENDING UPON MIXING METHODS AND EQUIPMENT, TEMPERATURE,APPLICATION METHODS,TEST METHODS,ACTUAL SITE CONDITIONS AND CURING CONDITIONS. Shelf Life 12 months in original unopened container.A product skin may form in pails and drums,remove prior to use. Storage Conditions Store in unopened containers at temperatures at or below 90°F(32°C). Colors Limestone and Charcoal Gray. Uncured Properties at 77°F(25°C).50%R.H. Cure Time(MNA Method) 1/16"/24 hours Skin-over Time(MNA Method) 60 min. Tack Free Time(ASTM C-679) 115 min. Extrusion Rate(ASTM C-1183 modified) 900 g/min. 1/8"orifice @ 90 psi Rheological,Vertical(ASTM C-639) self-leveling @ 120°F(49°C) VOC Content 2.27%by wt.,29 g/L,0.24 lbs/gal Service Temperature -80°to 350°F(-62.2°to 176.6°C) Cured Properties after 7 days at 77°F(25°C).50%R.H. Movement Capability(ASTM C-719) +100%,-50% Elongation at Break(ASTM D-412) 1200% Hardness Shore 00(ASTM C-661 &ASTM D-2240) 40 Shore A(ASTM C-661 &ASTM D-2240) 3-5 100%Modulus(ASTM D-412) 30 psi(0.21 MPa) Peel Strength(ASTM C-794) 25 pli r!' Tensile Strength (ASTM D-412) 100 psi(0.69 MPa) Q Bond Durability on glass,(ASTM C-719) +100%, 50% aluminum and concrete Weathering Resistance Excellent Test results are averages obtained under laboratory conditions.Reasonable variations can be expected. B190 Packaging 4.5 gal(17 L)in a 5 gal pail;52 gal(197 L)in 55 gal drum;29 oz.cartridges/12 per case. Special packaging available upon request—ask your local Representative for more information. How to Use Installation Joint Design:The number of joints and the joint width should be designed for a recommended joint move- ment of+25%and-25%at time of installation.The depth of the sealant should be 1/2 the width of the joint. The maximum depth is 1/2 inch(13 mm)and the minimum is 3/8 inch(10 mm).For joints greater than 1 inch(25.4 mm),do not exceed 1/2 inch(13 mm)in depth. Joint Backing:To control joint depth,use closed cell polyethylene or non-gassing polyolefin backer rod.If joint depth does not allow for backer rod,use polyethylene bond breaker tape to prevent three-sided adhe- sion.Closed cell backer rod should be 25%larger than joint width;do not compress more than 40%. Surface Preparation The substrate must be clean,thy,frost free,sound and free of any oils,greases or incompatible sealers,paints or coatings that may interfere with adhesion. Porous Substrates—clean by mechanical methods to expose a sound surface free of contamination and laitance. Non-porous substrates—for cleaning non-porous substrates,use two rag wipe method using xylene or an • approved commercial solvent.Allow solvent to evaporate prior to sealant application. Iri Primer Sikasil-728 SL is designed to obtain adhesion without the use of a primer;however,best results are ob- tained when horizontal joints are primed.Test by applying the sealant and/or primer sealant combination to confirm results and proposed application methods.Refer to Technical Data Sheet for Sikasil Primer and contact Technical Service for additional information. Application Ready to use,apply using professional caulking gun or dispensing equipment.Do not open product con- tainer until preparation work has been completed.Apply sealant using consistent,positive pressure to force sealant into the joint.Apply the sealant so that it is recessed 1/8 inch(3 mm)below the surface.For parking deck joints,recess 1/4 inch(6 mm).For highway joints,recess 1/2 inch(13 mm).Sikasil-728 SL is self- leveling therefore,no tooling is needed.Sikasil-728 SL will obtain adhesion to aged,cured asphalt.Never use on newly poured asphalt.Conduct a field test to document and confirm adhesion under actual jobsite conditions. Limitations • Do not allow sealant to come in contact with solvent during cure. • Do not allow sealant to come in contact with curing polyurethane sealants during cure. • Not intended for immersion. • Sealant may be applied below freezing temperatures if substrates are completely dry,frost free and clean.Contact Technical Service for more information. • Not intended for structural glazing. • Test recommended for absorptive surfaces such as granite,limestone or marble where staining may occur. • Do not apply to surfaces that will be painted. in Do not apply to substrates that bleed oil,plasticizers or solvent. • Do not apply to damp or wet substrates. • Lower temperature and humidity will extend tack free and cure rates. • Allow treated wood to age six months before application. • Brass and copper may be discolored.Test apply prior to application. • Test sensitive substrates,such as mirror backings for compatibility before use. Caution WARNING:IRRITANT,SENSITIZER.Contains Methyl ethyl ketoxime(CAS:96-29-7),Oximino Silane (Trade Secret),Mineral Spirits(CAS:8030-30-6).Direct eye contact may cause irritation.Eye contact may cause conjunctivitis,corneal damage,or severe chemical burns. May cause skin irritation and sensitiza- tion.May be absorbed through the skin. May cause irritation to respiratory system. May cause drowsi- ness. Maybe harmful if swallowed.If heated,silicones can form formaldehyde vapors. Formaldehyde is a potential cancer hazard,a known skin and respiratory sensitizer,and an irritant to the eyes,nose,throat, skin,and digestive system. Product contains oximes,possible skin sensitizers. Handling and Storage Use with adequate ventilation.Product evolves Methyl ethyl ketoxime(MEKO)and methanol when exposed to water or humid air. Provide adequate ventilation to control MEKO within exposure guidelines. Keep container closed and store away from water or moisture or oxidizing materials. First Aid Remove to fresh air. Remove from skin and immediately flush with water for 15 minutes.Get medical attention if irritation develops or ill effects persist. Treat according to person's condition and specifics of exposure. Clean Up Observe personal protective equipment recommendations described in MSDS. Disposal of collected prod- uct,residues,and cleanup materials may be governmentally regulated.Observe all applicable local,state and federal waste management regulations. Wipe up and contain for disposal.Final cleaning may require use of steam,solvents,or detergents. fiika KEEP CONTAINER TIGHTLY CLOSED•KEEP OUT OF REACH OF CHILDREN•NOT FOR INTERNAL CONSUMPTION•FOR INDUSTRIAL USE ONLY All information provided by Sika Corporation("Sika")concerning Sika products,including but not limited to,any recommendations and advice relating to the application and use of Sika products,is given in good faith based on Sika's current experience and knowledge of its products when properly stored,handled and applied under normal conditions in accordance with Sika's instructions.In practice,the differences in materials,substrates,storage and handling condi- tions,actual site conditions and other factors outside of Sika's control are such that Sika assumes no liability for the provision of such information,advice, recommendations or instructions related to its products,nor shall any legal relationship be created by or arise from the provision of such information,advice, recommendations or instructions related to its products.The user of the Sika product(s)must test the product(s)for suitability for the intended application and purpose before proceeding with the full application of the product(s).Sika reserves the right to change the properties of its products without notice. All sales of Sika product(s)are subject to its current terms and conditions of sale which are available at www.sikausa.com or by calling 800-933-7452. Prior to each use of any Sika product,the user must always read and followthe warnings and Instructions on the product's most current Technical Data Sheet,product label and Material Safety Data Sheet which are available online at www.sikausa.com or by calling Sika's Technical Service Department at 800-933-7452. Nothing contained in any Sika materials relieves the user of the obligation to read and follow the warnings and Instruction for each Sika product as set forth in the current Technical Data Sheet,product label and Material Safety Data Sheet prior to product use. LIMITED WARRANTY:Sika warrants this product for one year from date of installation to be free from manufacturing defects and to meet the technical properties on the current Technical Data Sheet if used as directed within shelf life.User determines suitability of product for intended use and assumes all risks.Buyer's sole remedy shall be limited to the purchase price or replacement of product exclusive of labor or cost of labor. NOOTHER WARRANTIES EXPRESS OR IMPLIED SHALLAPPLYINCLUDINGANY WARRANTYOF MERCHANTABILITYOR FITNESS FORA PARTICULAR PURPOSE.SIKA SHALLNOT BE LIABLE UN DERANYLEGALTHEORYFORSPECIALORCONSEQUENT1AL DAMAGES.SIKASHALLNOTBE RESPONSIBLE FORTHE USE OF THIS PRODUCT IN A MANNER TO INFRI NGE ONANY PATENT ORANY OTHERINTELLECTUAL PROPERTYRIGHTS HELD BYOTHERS. Visit our website at www.sikausa.com 1-800-933-SIKA NATIONWIDE v Regional Information and Sales Centers.For the location of your nearest Sika sales office,contact your regional center. R Sika Corporation Sika Canada Inc. Sika Mexicana S.A.de C.V. ssr '��_ 201 Polito Avenue 601 Delmar Avenue Carretera Libre Celaya Km.8.5 lf� �Q) Lyndhurst,NJ 07071 Pointe Claire Fracc.Industrial Balvanera V yC'��` Phone:800-933-7452 Quebec H9R 4A9 Corregidora,Queretaro aesr v isre c ae Fax:201-933-6225 Phone:514-697-2610 C.P.76920 Fax:514-694-2792 Phone:52 442 2385800 Sika and Sikasil are registered trademarks. Fax:52 442 2250537 Printed in Canada. Lat0 ,;,�;,i MATERIAL SAFETY DATA SHEET SIKASIL 728 SL SILICONE SEALANT 1-PRODUCT AND COMPANY IDENTIFICATION PRODUCT NAME: SIKASIL 728 SL PRODUCT CODE: SIL 728 SL ADDRESS: Sika Corporation 201 Polito Avenue Lyndhurst,New Jersey 07071 PHONE: (201)933-8800 FAX: (201)804-1076 EMERGENCY PHONE: (CHEMTREC)(800)424 9300 International(CHEMTREC)(703)527-3887 REVISION DATE: 11/03/1 SUPERSEDES: 12/03/08 2—COMPOSITION/INFORMATION ON HAZARDOUS INGREDIENTS This product consists of a mixture/preparation. CAS Number Ingredient Wt.% 96-29-7 Methyl ethyl ketoxime(MEKO) 1-5 Trade Secret Oximino Silane 2-7 8030-30-6 Mineral Spirits 1-2 *The above components are hazardous as defined in 29 CFR 1910.1200 3—HAZARDS IDENTIFICATION MAIN SYMPTOMS: EYE: Direct contact may cause mild irritation. Eye contact may cause conjunctivitis,corneal damage,or severe chemical burns. SKIN: May cause moderate irritation and possible dermal sensitization. May be absorbed through the skin. INHALATION: Irritates respiratory passages very slightly. Vapor overexposure may cause drowsiness. ORAL: Small amounts transferred to the mouth by fingers during use,etc.should not injure. Swallowing may injure. COMMENTS If heated to temperatures above 150°C in the presence of air,silicones can form formaldehyde vapors. Formaldehyde is a potential cancer hazard,a known skin and respiratory sensitizer,and an irritant to the eyes, nose,throat,skin,and digestive system. Safe handling conditions may be maintained by keeping vapor concentrations within the OSHA permissible exposure limit for formaldehyde. Product evolves Methyl ethyl ketoxime(MEKO)when exposed to water or humid air. Provide adequate ventilation to control MEKO within exposure guidelines or use respiratory protection—TWA:3ppm,STEL: 10ppm;AIHA WEEL TWA:10ppm. Methyl alcohol forms on contact with water or humid air. Provide adequate ventilation to control exposures within OSHA PEL guidelines—OSHA PEL:TWA 200ppm and ACGIH TLV-skin:TWA 200ppm,STEL 250ppm. HMIS HAZARD CODES: Health:"1 Flammability:1 Reactivity:0 PPE: C 4—FIRST-AID PROCEDURES INHALATION: Remove to fresh air. If ill effects persist,get medical attention. SKIN CONTACT: Remove from skin and immediately flush with water for 15 minutes. Get medical attention if irritation develops or ill effects persist. EYE CONTACT: Immediately flush with water for 15 minutes. Get medical attention. INGESTION: Get medical attention. COMMENTS: Treat according to person's condition and specifics of exposure. Page 1 of 5 ic ® iaU'' MATERIAL SAFETY DATA SHEET SIKASIL 728 SL SILICONE SEALANT 5—FIRE-FIGHTING MEASURES SUITABLE EXTINGUISHING MEDIA: On large fires,use dry chemical,foam or water spray. On small fires,use carbon dioxide (CO2),dry chemical or water spray. Water can be used to cool fire exposed containers. FIRE-FIGHTING PROCEDURES: Self-contained breathing apparatus and protective clothing should be worn in fighting fires involving chemicals. Determine the need to evacuate or isolate the area according to your local emergency plan. FLASH POINT(CLOSED CUP): Greater than 212F(100C) HAZARDOUS DECOMPOSITION PRODUCTS: Thermal breakdown of this product during fire or very high heat conditions may evolve the following hazardous decomposition products: metal oxides,silicone dioxide,carbon oxides and traces of incompletely burned carbon compounds,nitrogen oxides and formaldehyde. 6-ACCIDENTAL RELEASE MEASURES PERSONAL PRECAUTIONS: Observe all personal protective equipment recommendations described in Sections 5 and 8. ENVIRONMENTAL PRECAUTIONS: Disposal of collected product, residues, and cleanup materials may be governmentally regulated. Observe all applicable local, state and Federal waste management regulations. METHODS FOR CLEANING UP: Wipe up or scrape up and contain for salvage or disposal. Final cleaning may require use of steam,solvents,or detergents. See applicable regulatory compliance information in Section 15. 7—HANDLING AND STORAGE HANDLING: Use with adequate ventilation. Product evolves Methyl ethyl ketoxime(MEKO)and methanol when exposed to water or humid air. Provide adequate ventilation to control MEKO within exposure guidelines as described in Section 3. STORAGE: Keep container closed and store away from water or moisture or oxidizing materials. 8-EXPOSURE CONTROL AND PERSONAL PROTECTION ENGINEERING CONTROLS: LOCAL EXHAUST: Recommended GENERAL VENTILATION: Recommended PERSONAL PROTECTIVE EQUIPMENT: EYE PROTECTION: Avoid eye contact. Use proper protection,safety glasses as a minimum. SKIN AND BODY PROTECTION: Wash at mealtimes and end of shift. If skin contact occurs,change contaminated clothing as soon as possible and thoroughly flush effected areas with cool water. Chemical protective gloves are recommended. RESPIRATORY PROTECTION: Use respiratory protection unless adequate local exhaust ventilation is provided or air sampling data show exposures are within recommended exposure guidelines HYGIENE MEASURES(INGESTION): Wash hands after handling and before eating. Do not eat,drink,or smoke when handling product. Precautionary measures: Avoid eye contact. Avoid skin contact. Avoid breathing vapor. Keep container closed. Do not take internally. Note: These precautions are for room temperature handling. Use at elevated temperatures or aerosol spray applications may require added precautions. Page 2 of 5 iMr yy° O mi cia MATERIAL SAFETY DATA SHEET SIKASIL 728 SL SILICONE SEALANT 9—PHYSICAL AND CHEMICAL PROPERTIES PHYSICAL FORM: Solid(Paste) COLOR: Translucent ODOR: Oxime FLASHPOINT: >212F(100C) EXPLOSION PROPERTIES: Not Determined VAPOR PRESSURE(AT 100°F): Not Applicable VAPOR DENSITY: Not Applicable DENSITY: 10.6 lbs/gal SOLUBILITY IN WATER(%): Less than 0.1 SPECIFIC GRAVITY(AT 77°F/25°C): 1.27 %VOLATILE BY VOLUME: Less than 4% VOLATILE ORGANIC CONTENT(VOC): 2.27%by weight;29 g/I(0.25 lbs/gal) NOTE: The above information is not intended for use in preparing product specifications. 10-STABILITY AND REACTIVITY CHEMICAL STABILITY: Stable HAZARDOUS POLYMERIZATION: Hazardous polymerization will not occur. CONDITIONS TO AVOID: Store away from water or moisture. MATERIALS TO AVOID: Oxidizing material can cause a reaction. HAZARDOUS DECOMPOSITION PRODUCTS: Thermal decomposition products as described in Section 5. SECTION 11-TOXICOLOGICAL INFORMATION CHRONIC TOXICITY: SKIN: Product contains oximes,possible skin sensitizers.Product also contains small quantities of methanol,which is a tissue irritant that may be absorbed through the skin and produce systemic toxic effects. INHALATION: Vapor overexposure may cause drowsiness,injure blood,liver and may irritate eyes,nose and throat. ORAL: Small amounts transferred to the mouth by fingers during use,etc.,should not injure.Swallowing large amounts may injure slightly. Note that chronic exposure to methanol(skin,inhalation,or oral)may damage the central nervous system, optic nerve,kidneys,and liver,impair vision,and cause respiratory failure. SPECIFIC EFFECTS: Methanol overexposure may cause reproductive effects. SECTION 12-ECOLOGICAL INFORMATION Complete information is not yet available. Hazard Parameters(LC50 or EC50) High Medium Low Acute Aquatic Toxicity(mg/I) <=1 >1 and<=100 >100 Acute Terrestrial Toxicity <=100 >100 and<=2000 >2000 *This table is adapted from"Environmental Toxicology and Risk Assessment",ASTM STP 1179,p.34, 1993. This table can be used to classify the ecotoxicity of this product when data becomes available. Please read the other information presented in the section concerning the overall ecological safety of this material. Page 3 of 5 fika ® MATERIAL SAFETY DATA SHEET SIKASIL 728 SL SILICONE SEALANT SECTION 13—DISPOSAL INFORMATION PRODUCT DISPOSAL: RCRA Hazard Class(40 CFR 261) When a decision is made to discard this material,as received, is it classified as a hazardous waste?NO. State or local laws may impose additional regulatory requirements regarding disposal. SECTION 14—TRANSPORT INFORMATION DOT Information(49CFR 172.101) PROPER SHIPPING NAME: Not Applicable HAZARD CLASS: Not Applicable UN/NA NUMBER: None PACKING GROUP: Not Applicable SECTION 15—REGULATORY INFORMATION Contents of this MSDS comply with the OSHA Hazard Communication Standard 29 CFR 1910.1200. US FEDERAL REGULATIONS: TSCA Status:All chemical substances found in this product comply with the Toxic Substances Control Act inventory reporting requirements. EPA SARA Title III Chemical Listings: Section 302 Extremely Hazardous Substances/Section 304 CERCLA Hazardous Substances: None Section 312 Hazard Class: Acute: Yes Chronic: Yes Fire: No Pressure: No Reactive: No Section 313 This product contains the following toxic chemicals subject to the reporting requirements of Section 313 of the Emergency Planning and Community Right to Know Act: No chemicals found in this product exceed their individual weight percent thresholds applicable to SARA Section 313 and therefore no chemical in this product is subject to Section 313 reporting. US STATE REGULATIONS: This product does comply with the California Air Resources Board maximum for VOC's in a sealant. States within the US that have promulgated State Right-to-Know regulations with chemical listing requirements including the chemicals in this product are provided below. Chemical CAS No. States Dimethyl siloxane, hydroxyl terminated 70131-67-8 New Jersey,New York, Massachusetts, Pennsylvania Calcium Carbonate 1317-65-3 Massachusetts, Minnesota, Pennsylvania,Washington Trade Secret 2944800-5578 Trade Secret 2944800-5581 Trade Secret 2944800-5580 Page 4 of 5 ,:k3 f ;;° MATERIAL SAFETY DATA SHEET SIKASIL 728 SL SILICONE SEALANT INTERNATIONAL: Canada This product has been classified according to the hazard criteria of the CPR and the MSDS contains all the information required by the CPR. Canadian DSL All ingredients in this product are currently listed on the Canadian Domestic Substances List(DSL)and would not be considered new for the purposes of the Canadian Environmental Protection Act(CEPA). Note: The recipient of this product should be aware of the possible existence of additional local regulations,which may be applicable to this product. SECTION 16—OTHER INFORMATION The information contained in this Material Safety Data Sheet applies only to the actual Sika Corporation("Sika")product identified and described herein.This information is not intended to address, nor does it address the useor application of the identified Sika product in combination with any other material, product or process.All of theinformation set forth herein is based on technical data regarding the identified product that Sika believes to bereliable as of the date hereof. Prior to each use of any Sika product,the user must always read and follow thewarnings and instructions on the product's current Technical Data Sheet, product label and Material Safety DataSheet for each Sika product,which are available at web site and/or telephone number listed in Section 1 of thisMSDS. SIKA MAKES NO WARRANTIES EXPRESS OR IMPLIED AND ASSUMES NO LIABILITY ARISING FROM THISINFORMATION OR ITS USE. SIKA SHALL NOT BE LIABLE UNDER ANY LEGAL THEORY FOR SPECIAL ORCONSEQUENTIAL DAMAGES AND SHALL NOT BE RESPONSIBLE FOR THE USE OF THIS PRODUCT IN AMANNER TO INFRINGE ON ANY PATENT OR ANY OTHER INTELLECTUAL PROPERTY RIGHTS HELD BYOTHERS. All sales of Sika products are subject to its current terms and conditions of sale available at www.sikacorp.com or201-933-8800. Page 5 of 5 lursamormin idcaCONCRETE RESTORATION Spec Component:SC-174-12/10 SYSTEMS Sikasil-728 SL DIVISION 7-THERMAL AND MOISTURE PROTECTION Section 07900 Joint Sealers Elastomeric and non-Elastomeric Sealant Part 1 - General 1.01 Summary A. This specification describes the sealing of highway/runway pavement joints with a one-component, low- modulus,self-leveling,elastomeric silicone sealant. 1.02 Quality Assurance A. Manufacturing qualifications: The manufacturer of the specified product shall be ISO 9001:2008 certified and have in existence a recognized ongoing quality assurance program independently audited on a regular basis. B. Contractor qualifications: Contractor shall be qualified in the field of concrete repair and protection with a successful track record of 5 years or more. Contractor shall maintain qualified personnel who have receivced product training by a manufacturer's representative. C. Install materials in accordance with all safety and weather conditions required by manufacturer or as modified by applicable rules and regulations of local, state and federal authorities having jurisdiction. Consult Material Safety Data Sheets for complete handling recommendations. 1.03 Delivery,Storage,and Handling A. All materials must be delivered in original,unopened containers with the manufacturer's name, labels, product identification,and batch numbers. Damaged material must be removed from the site immediately. B. Store all materials off the ground and protect from rain,freezing or excessive heat until ready for use. C. Condition the specified product as recommended by the manufacturer. 1.04 Job Conditions A. Environmental Conditions:Do not apply material if it is raining or snowing or if such conditions appear to be imminent.Minimum application temperature 40°F(5°C)and rising. B. Protection: Precautions should be taken to avoid damage to any surface near the work zone due to mixing and handling of the specified sealant. 1.05 Submittals A. Submit two copies of manufacturer's literature,to include:Product Data Sheets,and appropriate Material Safety Data Sheets(MSDS). 1.06 Warranty A. Provide a written warranty from the manufacturer against defects of materials for a period of one (1) year, beginning with date of substantial completion of the project. Part 2 -Products 2.01 Manufacturers A. Sikasil 728 SL,as manufactured by Sika Corporation,201 Polito Avenue,Lyndhurst,NJ 07071 is considered to conform to the requirements of this specification. 2.02 Materials A. Silicone sealant: 1. The joint sealant shall be a one-component, self-leveling,silicone-based material. It shall be applicable in horizontal joints. The sealant shall principally cure under the influence of atmospheric moisture to form an elastomeric substance. B. Backer rod or bond breaker tape as approved by engineer. 2.03 Performance Criteria A. Properties of the uncured Silicone sealant: 2. Initial Cure(Tack-Free Time)ASTM C-679: 110 minutes 3. Consistency:self-leveling 4. Color:Limestone&Gray B. Properties of the cured silicone sealant: 1. Tensile Properties(ASTM D-412)at 21 days Self-Leveling a. Tensile Strength at break:minimum 100 psi(0.69 Mpa) b. Tensile Elongation:minimum 1200% c.Modulus of Elasticity- 100%Elongation 30 psi(0.21 Mpa) min 2. Shore 00 Hardness(ASTM D-661)at 21 days: a. Self-leveling:50+/-5 3. Peel Strength(ASTM C-794) a. 25-pli 0%Adhesion Loss 4. Service Range: -80°F(-62°C)to 350°F(176°F) 5. Joint Movement(ASTM C-920): +100%/-50% 6. The sealant shall be non-staining. 7. Final Cure:7 to 10 days Note:Tests were performed with material and curing conditions at 71°-75°F and 45-55%relative humidity. Part 3-Execution 3.01 Surface Preparation A. The joint and adjacent substrate must be clean,dry,sound and free of surface contaminants. Remove all traces of the old sealant, dust, laitance,grease,oils,curing compounds, form release agents and foreign particles by mechanical means, i.e. — sandblasting, etc., as approved by the Engineer. Blow joint free of dust using compressed air line equipped with an oil trap. 3.02 Mixing and Application A. Joints: 1. Install approved backer rod or bond breaker tape in all joints subject to thermal movement to prevent three-sided bonding and to set the depth of the sealant at a maximum of 1/2 in.,measured at the center point of the joint width. Approval of the backer rod or bond breaker tape shall be made by the Engineer. 2. Joints shall be masked to prevent discoloration or application on unwanted areas,as directed by the Engineer. If masking tape is used, it shall not be removed before tooling, yet must be removed before the initial cure of the sealant.Do not apply the masking tape until just prior to the sealant application. 3. Install sealant into prepared joints when the joint is at mid-point of its expansion and contraction cycle. Pour or extrude the sealant into the prepared joint in one direction and allow it to flow and level as necessary. Avoid overlapping the sealant to eliminate the entrapment of air. Tool as required to properly fill the joint. 4. Sealant must be recessed in the joint a minimum of'/4 inch from the surface. 5. Adhere to all limitations and cautions for the polyurethane sealant in the manufacturer's printed literature. B. Cracks: 1. Pour or extrude the sealant into the prepared crack in one direction and allow it to flow and level as necessary.Avoid overlapping the sealant to eliminate the entrapment of air. Tool as required to properly fill the crack. 2. Selant must be recessed in the joint a minimum of/4 inch from the surface. 3. Adhere to all limitations and cautions for the polyurethane sealant as stated in the manufacturers printed literature. 3.03 Cleaning A. The uncured silicone sealant can be cleaned with an approved solvent.The cured silicone sealant can only be removed mechanically. B. Leave work area in a neat,clean condition without evidence of spillovers onto adjacent areas. • SC-174 Sikasil®-728 SL Crack Filler Figure 1 - Sikasil -728 SL(self-leveling) 1 . Pour or extrude Sikasil-728 SL into prepared crack , allow to flow and level as necessary . Sealant is to be recessed in the crack a minimum 1" from the surface. Minimum depth 1/4". 2. Tool as required to properly fill crack . tii*• It `Fig. 1 a a - Concrete Restoration Systems by Sika Corporation,201 Polito Avenue,Lyndhurst,NJ 07071 SCA-174 Sikasil® -728 SL Expansion Joint Filler Figure 1 - Sikasil-72 8 SL(self-lev2ling) 1. Pour or extrude Sikasil-728 SL into prepared joint, allow to flow and level as necessary. Seal-nt is to be recessed in the joint a minimum of 1/4" from the surface. Minimum depth 1 /4". 2. Appi, sealant by bulk caulking gun, industrial pumping or other acceptable method. II Sealant -7 4 d r o 4 Backer rod v Q D Concrete Restoration Systems by Sika Corporation,201 Polito Avenue, Lyndhurst,NJ 07071 The preceding specifications are provided by Sika Corporation as a guide for informational purposes only and are not intended to replace sound engineering practice and judgment and should not be relied upon for that purpose. SIKA CORPORATION MAKES NO WARRANTY OF ANY KIND, EITHER EXPRESS OR IMPLIED,AS TO THE ACCURACY, COMPLETENESS OR THE CONTENTS OF THESE GUIDE SPECIFICATIONS. Sika Corporation assumes no liability with respect to the provision or use of these guide specifications, nor shall any legal relationship be created by, or arise from, the provision of such specifications SIKA SHALL NOT BE RESPONSIBLE UNDER ANY LEGAL THEORY TO ANY THIRD PARTY FOR ANY DIRECT OR CONSEQUENTIAL DAMAGES OF ANY KIND ARISING FROM THE USE OF THESE GUIDE SPECIFICATIONS. The specifier, architect, engineer or design professional or contractor for a particular project bears the sole responsibility for the preparation and approval of the specifications and determining their suitability for a particular project or application. Prior to each use of any Sika product, the user must always read and follow the warnings and instructions on the product's most current Technical Data Sheet, product label and Material Safety Data Sheet which are available at www.sikaconstruction.com or by calling (201) 933-7452. Nothing contained in any Sika materials relieves the user of the obligation to read and follow the warnings and instructions for each Sika product as set forth in the current Technical Data Sheet, product label and Material Safety Data Sheet prior to product use.