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HomeMy WebLinkAboutC-3962 - Balboa Island Bulkhead Reparis 07-080 • CITY CLERK CITY OF NEWPORT BEACH NOTICE INVITING BIDS Sealed bids may be received at the office of the City Clerk, 3300 Newport Boulevard, Newport Beach, CA 92663 Until 10:00 a.m. on the 18th day of September 2008, at which time such bids shall be opened and read for BALBOA ISLANDS BULKHEAD AND SEAWALL REPAIRS Contract No. 3962 $559,500.00 Engineer's Estimate Approved ien G. Badum Works Director Prospective bidders r t fr obtain one set of bid documents for $60.00 at the office of the Public Works Department, 3300 Newport Boulevard, Newport Beach, CA 92663 Contractor License Classification(s) required for this project. "C -61." For further information, call Peter Tauscher, Proiect Manager at (949) 644- 3316 BID INFORMATION IS AVAILABLE ON THE CITY WEBSITE: hftr)://www.city.newport-beach.ca.us CLICK: e- onlineservices /e- bidPublicWorks • • CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BALBOA ISLANDS BULKHEAD AND SEAWALL REPAIRS CONTRACT NO. 3962 TABLE OF CONTENTS NOTICE INVITING BIDS .......................................................... ............................... Cover INSTRUCTIONS TO BIDDERS ........................................................ ..............................3 BIDDER'S BOND ............................................................................... ..............................5 DESIGNATION OF SUBCONTRACTOR( S) ...................................... ..............................6 TECHNICAL ABILITY AND EXPERIENCE REFERENCES .............. ..............................7 NON - COLLUSION AFFIDAVIT ......................................................... .............................11 DESIGNATION OF SURETIES ........................................................ .............................12 CONTRACTOR'S INDUSTRIAL SAFETY RECORD TO ACCOMPANY PROPOSAL.. 13 ACKNOWLEDGEMENT OF ADDENDA ........................................... .............................15 INFORMATON REQUIRED OF BIDDER ......................................... .............................16 NOTICE TO SUCCESSFUL BIDDER .............................................. .............................19 CONTRACT..................................................................................... .............................20 LABOR AND MATERIALS BOND .................................................... .............................26 FAITHFUL PERFORMANCE BOND ................................................ .............................28 PROPOSAL................................................................................ ............................... PR -1 SPECIALPROVISIONS ................................................................. ...........................SP -1 2 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BALBOA ISLANDS BULKHEAD AND SEAWALL REPAIRS CONTRACT NO. 3962 INSTRUCTIONS TO BIDDERS The following documents shall be completed, executed and received by the City Clerk in accordance with NOTICE INVITING BIDS: INSTRUCTIONS TO BIDDERS BIDDER'S BOND DESIGNATION OF SUBCONTRACTORS CONTRACTOR'S INDUSTRIAL SAFETY RECORD INFORMATION REQUIRED OF BIDDER ALL ADDENDA TO PLANS AND SPECIFICATIONS AS ISSUED BY AGENCY PRIOR TO BID OPENING DATE (if any) TECHNICAL ABILITY AND EXPERIENCE REFERENCES NON - COLLUSION AFFIDAVIT DESIGNATION OF SURETIES PROPOSAL 2. Cash, certified check or cashier's check (sum not less than 10 percent of the total bid price) may be received in lieu of the BIDDER'S BOND. The title of the project and the words "Sealed Bid" shall be clearly marked on the outside of the envelope containing the documents. 3. The City of Newport Beach will not permit a substitute format for the Contract Documents listed above. Bidders are advised to review their content with bonding and legal agents prior to submission of bid. 4. BIDDER'S BOND shall be issued by an insurance organization or surety (1) currently authorized by the Insurance Commissioner to transact business of insurance in the State of California, and (2) listed as an acceptable surety in the latest revision of the Federal Register Circular 570. The successful bidder's security shall be held until the Contract is executed. 5. The estimated quantities indicated in the PROPOSAL are approximate, and are given solely to allow the comparison of total bid prices. 6. Bids are to be computed upon the estimated quantities indicated in the PROPOSAL multiplied by unit price submitted by the bidder. In the event of discrepancy between wording and figures, bid wording shall prevail over bid figures. In the event of error in the multiplication of estimated quantity by unit price, the correct multiplication will be computed and the bids will be compared with correctly multiplied totals. The City shall not be held responsible for bidder errors and omissions in the PROPOSAL. 7. The City of Newport Beach reserves the right to reject any or all bids and to waive any minor irregularity or informality in such bids. Pursuant to Public Contract Code Section 22300, at the reaue.., and expanse of the Contractor, securities shall be permitted in 0 0 s - nstitudon of money withheld try the City to ensur^ perforrna - ice under the contract. The securities shall be deposited in a state or federal chartered ba k in California, as the escrow agent. In accordance with the California Labor Code (Sections 1770 et seq.), the Director of Industrial Relations has ascertained the general prevailing rate of per diem wages in the locality in which the work is to be performed for each craft, classification, or type of workman or mechanic needed to execute the contract. A copy of said determination is available by calling the prevailing wage hotline number (415) 703 -4774, and requesting one from the Department of Industrial Relations. All parties to the contract shall be governed by all provisions of the California Labor Code relating to prevailing wage rates (Sections 1770 -7981 inclusive). The Contractor shall be responsible for insuring compliance with provisions of Section 1777.5 of the Labor Code Apprenticeship requirements and Section 4100 et seq. of the Public Contracts Code, "Subletting and Subcontracting Fair Practices Act ". 10. All documents shall bear signatures and titles of persons authorized to sign on behalf of the bidder. For corporations, the signatures shall be of a corporate officer or an individual authorized by the corporation. For partnerships, the signatures shall be of a general partner. For sole ownership, the signature shall be of the owner. The signature below represents that the above has been reviewed. Contractor's License No. & Classification �Q K�.o 4 �� oR,A'C n Bidder CI Authorized Signature/Title 91o8l0% Date 0 0 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BALBOA ISLANDS BULKHEAD AND SEAWALL REPAIRS CONTRACT NO, 3982 BIDDEWS 1 OND We, the undersigned Principal. and Surety, our successors and assigns, executors, Heirs and administrators, agree to be Jointly and severally held and firm)y bound la the City of Newport Beech, a charter city, in the principal sum of Ten a nd fir of the amount bid---- - ------------------------------- Dollars ($ jp % of bi ---- t, to be paid and rartefted to the City of Newport Beach if the bid proposal of the undersigned Principal for the construction of BALBOA ISLANDS BULKHEAD AND SEAWALL REPAIRS, Contract No. 3962 to the City of Newport Beach, is accepted by the City Council or the City of Newport Beach and the proposed contract Is awarded to the Principal, and the Principal fails to execute the Contract Documents In the form(s) prescribed, including the required bands, and original Insurance certificates and endarsements for the construction of the project within thirty, (30) calendar days after the data of the mailing of "Notification of Award", otherwise this obligation shall became null and void. If the undersigned Principal executing this Bond is executing this Bond as an individual, it is agreed that the death of any such Principal shall not exonerate the Surety from its obligations under this Bond. Witness our hands this 15th day of September _ _ _, 2068. S rf i r Bye --- Name of Contractor (Principal) Authar41ur itle Developers Surety and Inde_m_ pity Company Name of. Surety 800- 782 -1546 Telephone MWMI OEM S. Smith - Bowman, Attorney -In -Fact Print Name and Title (Notary acknowledgment of Principal & Surely must be attached) r CALIFORNIA ALL - PURPOSE ACKNOWLEDGMENT STATE OF CALIFORNIA County of San Diego r] On September 15, 2008 before me, Leslie Hahn Notary Public Date Here Insert Name and Title of the Officer personally appeared S. Smith - Bowman Name(G) of Signers) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(g) is/mv subscribed to the within instrument and acknowledged to me that hekshe /they- executed the same in his;her /therrauthorized capacity(ie ,, LESLIE HAHN and that by hisfherfther, signatures) on the instrument the COMM. #1604659 n person(a), or the entity upon behalf of which the persons) NOTARY PUBLIC - CALIFORNIA yyl1 SAN DIEGO COUNT' r! acted, executed the instrument. V ' M 'PIEMBER5, 2 09 SEPTEMBER 5, 20119 I certify under PENALTY OF PERJURY under the laws of Y the State of California that the foregoing paragraph is true and correct. Witness my n a ffi i ;l deal. Place Notary Seal Above Signature Signature of Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Signer(s) Other Than Named Above: Capaclty(les) Claimed by Signer(s) Signer's Name: ❑ Individual ❑ Corporate Officer— Title(s): ❑ Partner ❑ Limited ❑ General L6 Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: Top Number of Signer's Name: ❑ Individual ❑ Corporate Officer— Title(s): ❑ Partner — ❑Limited ❑General ❑ Attorney in Fact 1:110.111111111'. 11111111JILijujum ❑ Trustee ❑ Guardian or Conservator Top of thumb here ❑ Other: Signer Is Representing: 0 2007 Natbrel Notary Association • 9350 De Soto Ave., P.D. Box 2402 • Chatsworth, CA 91313-2602 • w NatioralNotary.org Item 45907 Reomer: Call Toll -Free i -WO- 8]6692) I • • POWER OF ATTORNEY FOR DEVELOPERS SURETY AND INDEMNITY COMPANY INDEMNITY COMPANY OF CALIFORNIA PO Box 19725, IRVINE, CA 92623 (949) 263 -3300 KNOW ALL MEN BY THESE PRESENTS, that as except as expressly limited, DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA, do each, hereby make, constitute and appoint. * ** Steven R. Bonilla, S. Smith - Bowman, A. Watt, jointly or severally * ** as their true and lawful Aftomey(s) -in -Fact. to make, execute, del and acknowledge, for and on behalf of said corporations, as sureties, bonds, undertakings and contracts of surety- ship gMng and granting unto said Attamey(s) -in -Fact full power and authority to do and to perform every act necessary, requisite or proper to be done in connection therewith as each of said corporations could do, but reserving to each of said corporations full power of substitution and revocation, and all of the acts of said Aftorney(s}m+acl, pursuant to these presents, are hereby rafified and confirmed. This Power of Attorney is granted and is signed by facsimile under and by authority of the following resolutions adopted by the respective Board of Directors of DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA, effective as of January 1st, 2008. RESOLVED. that the chairman of the Board, the President and any vice President of the corporation be, and that each of them hereby Is, authorized to execute Powers of Attorney, qualifying the adomey(s) named in the Powers of Attorney to execute, on behalf of the corporations, bonds, undertakings and contracts of suretyship; and that the Secretary or any Assistant Secretary of the corporations be, and each of them hereby is, authorized to attest the execution of any such Power of Attorney; RESOLVED, FURTHER, that the signatures of such officers may be affixed to any such Power of Attorney or to any certificate relating thereto by facstrdle, and any such Power of Attorney or certificate bearing such facsimile signatures shall be valid and binding upon the corporations when so affixed and in the future with respect to any bond, undertaking or contract of suretyship to which it is attached. IN WITNESS WHEREOF, DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA have severally caused these presents to be signed by their respective Vice President and attested by their respective Assistant Secretary this January 1st, 2008. State of California County of Orange OCT. 10 1939 OCT. 5 1967 On January tat, 2008 before me, Christopher) Roach Notary Public Date Here Insert Name and Title of the Officer personally appeared Stephen T. Pate and Charles L. Day Name(s) of Sgner(s) who proved to me on the basis of satisfactory evidence to be the persons) whose names) isfam subscribed to the within instrument and acknowledged to me that hatshelthey executed the same in hislherftheir authorized ROb1 f capacity(ies), and that by hisdtedthelr signature(s) on the instrument the person(s), or the entity upon behalf of whim the person(s) acted, executed the instrument. OOMM, # 1745M NO7AKt' Pt1Bt3C t?ALim" 33# 0 P N 0 ECOLXWil My aorom elplia k* 19. 2011 Place Notary Seal Above I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is we and correct. WITNESS my hand and CERTIFICATE J. Roach The underagned, as Assistant Secretary, of DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA, does hereby certify that the foregoing Power of Attorney remains in full force and has not been revoked, and furthermore, that the provisions of the resolutions of the respective Boards of Directors of said corporations set fort in the Power of Attorney, are in force as of the date of this Certificate. This CaNficate is executed in the City of Irvine, California, 45th day of September, 2008 By ^v" Albert Hillebrand, Assistant secretary ID- 1380(Wet)(Rev.07y07) Best's Rating Center - Comb :;.:..rr' ^!r , a,. >> it;l Cu {end Indemni. -. F'«e 'i :,l i Rating Center Long -Term a- Affiliation Code: g (Group) �.: View Ratings: Financial Strength Issuer Credit Securities Advanced Search Rating Methodology Action Affirmed Industry Restaoch Date April 15. 2008 Ratngs De11r10ons e Selacrt E3e_ts Ratings Developers Surety and Indemnity Company Press Releases umampmi wSeOTmp Goypl _ AM.BeatY 11mi NAICa 12718 FEW 4204tW1G Related Products it Address: 11780 Finch, Suite 200 Phone: 949263 -3300 Irmne. CA 92614 Fax: 949- 252 -1959 Industry & Regional Web: www escodico.con, Country Risk i Structbred France Best's Ratings How to Get Rated Contact an AnWst aner web, Cast.S. setm a.el.ry,cwgrc0lo compbn.bs NSI M.e R 7', eIXgetwna to picryMEnb }t Financial Strength Ratings View Definitions Issuer Credit Ratings View Definitions Rating: A. (Excellent) Long -Term a- Affiliation Code: g (Group) Outlook: Stable Financial Size Category: VII ($50 Million to $100 Million) Action Affirmed Outlook: Stable Date April 15. 2008 Action: Affirmed Effective Dale: April 15, 2008 * Denotes Under Review Best's Ratings Reports and News Visit our Nsw sRoom for the latest news and press releases for this company and its A.M. Best Group 111 AMB Cil Report - Insurance Professional (Unabridged) (formerly known as Best's Company Report) includes Best's Fiat rationale along with comprehensive analytical commentary. detailed business overview and key rental case i' Report Revision Date: 01 /1&2008 (represents the latest significant change). 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If a subcontractor is not listed, the Contractor represents that he /she is fully qualified to and will be responsible for performing that portion of the work. Substitution of subcontractors shall be made only in accordance with State law and/or the Standard Specifications for Public Works Construction, as applicable. Pursuant to Public Contract Code Section 22300 appropriate securities may be substituted for any monies to be withheld to ensure performance under the Contract. The Bidder, by signing this designation, certifies that bids from the following subcontractors have been used in formulating the bid for the project and that these subcontractors will be used subject to the approval of the Engineer and in accordance with State law. No changes may be made in these subcontractors except with prior approval of the City of Newport Beach. (Use additional sheets if needed) Subcontractor's Information Bid Item Description of Work %of Number Total Bid Name: Address: p Phone: State License Number: Name: Address: Phone: State License Number: Name: Address: Phone: Stale License Number. _51 �O c Bidder Ayhonzed Signature /Title CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BALBOA ISLANDS BULKHEAD AND SEAWALL REPAIRS CONTRACT NO. 3962 TECHNICAL ABILITY AND EXPERIENCE REFERENCES Contractor must use this form!!! Please print or type. FAILURE OF THE BIDDER TO PROVIDE ALL REQUIRED INFORMATION IN A COMPLETE AND ACCURATE MANNER MAY BE CONSIDERED NON - RESPONSIVE. For all public agency projects you have worked on (or are currently working on) in the past 2 years in excess of $15,000, provide the following information: No. 1 Project Name /Number Project Description % �A%a k dfr Reka c=rr � y &5� %Anrs Approximate Construction Dates: From C>2 "P To: NZ Agency Name Contact Person / sD MP�s1y r. \\ Telephone (Oil 9Z4 — C"T(4 Original Contract Amount $ '7>4 K Final Contract Amount $ 3L1 L If final amount is different from original, please explain (change orders, extra work, etc.) Did you file any claims against the Agency? Did the Agency file any claims against you /Contractor? If yes, briefly explain and indicate outcome of claims. No. 2 Project Name /Number Project Description Approximate Construction Dates: From O'7 To: CA, 10'7 Agency Name Contact Person , Pcu% tXt'CLA-.5 Telephone (2.3) 9 `ti 4 5:4 !C Original Contract Amount $ tu- � Final Contract Amount $ 1 o Z \c If final amount is different from original, please explain (change orders, extra work, etc.) Did you file any claims against the Agency? Did the Agency file any claims against you /Contractor? If yes, briefly explain and indicate outcome of claims. No. 3 Project Name /Number Project Description CP0'�A (. k.. L r- e..a-4k' Approximate Construction Dates: From To: Agency Name Contact Person �._,1 Telephone Original Contract Amount $tILA Ile Final Contract Amount $ L- Lk If final amount is different from original, please explain (change orders, extra work, etc.) Did you file any claims against the Agency? Did the Agency file any claims against you /Contractor? If yes, briefly explain and indicate outcome of claims. u No. 4 Project Name /Number Project Description Approximate Construction Dates: From C72 _ To: b 3 I Agency Name L Contact Person 1. -, QN!, Telephone (Itr� r_ �i ` 5t Original Contract Amount $�� Final Contract Amount $ Z1 1t If final amount is different from original, please explain (change orders, extra work, etc.) Did you file any claims against the Agency? Did the Agency file any claims against you /Contractor? If yes, briefly explain and indicate outcome of claims. N- No. 5 Project Project Approximate Construction Dates: From ie To: C>,; .4D7 Agency Name Contact Person gmw'ek MN!n ~L"L Telephone (-U4_1 V, 4794 l (346 Original Contract Amount $ L22,,¢ Final Contract Amount $ If final amount is different from original, please explain (change orders, extra work, etc.) Did you file any claims against the Agency? Did the Agency file any claims against you /Contractor? If yes, briefly explain and indicate outcome of claims. M 0*) 0 0 No. 6 Project Name /Number Project Description Approximate Construction Dates: From Agency Name Contact Person To: Telephone ( ) Original Contract Amount $ Final Contract Amount $ If final amount is different from original, please explain (change orders, extra work, etc.) Did you file any claims against the Agency? Did the Agency file any claims against you /Contractor? If yes, briefly explain and indicate outcome of claims. Attach additional sheets if necessary. Attach to this Bid the experience resume of the person who will be designated as General Construction Superintendent or on -site Construction Manager for the Contractor. Upon request, the Contractor shall attach a financial statement and other information sufficiently comprehensive to permit an appraisal of the Contractor's current financial conditions. Ss.LCZaiL6 t sciA Bidder Adthonzed Signature/Title 10 0 5 URFSIDE RESTORATION & WATERFROOFING,INC. CA Lic. 711566 RESUME E I have been involved in the concrete repair business for the past 19 years. My specialties are patching of concrete. Over the past 10 years, I have done several projects for the City of Newport Beach involving the same type of repair and to my knowledge, I have never had an issue. I have worked closely with the City inspectors to ensure the job was done right and that there was no debris left in the bay upon completion of the work. We Surfside Restoration P.O. Box 352, Huntington Beach, CA 92648 Phone (714) 374.7600 Fax (714) 374 -7601 • • CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BALBOA ISLANDS BULKHEAD AND SEAWALL REPAIRS CONTRACT NO. 3962 NON - COLLUSION AFFIDAVIT State of California ) ss. County of ) being first duly swor deposes and says that he or she is of °1�,p ©� ��.etLA uon-r , the party making the foregoing bid; that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company; association, organization, or corporation; that the bid is genuine and not collusive or sham; that party making the foregoing bid; that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. I declare under nalty of perjury of the laws of the Si to of California that the foregoing is true and correct. Bidder A ized Signature/Title r ' Subscribed and sworn to (or affirmed) before me on this AO day of 2008 by , personally known to me or proved to me on the basis of satisfactory evidence to be the person(s) who appeared before me. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. [SEAL] STATE OF CALIFORNIA COUNTY OF ORANGE } S.S. Subscribed and sworn to (or armed) before me on this �� day of �4&y\Lt/ .20 68 . proved to me on the basis of satisfactory evidence to be the person(s) who appeared before me. ► 54011" M-1 STEPHEN W. GRABOWSKI COMMIS51011 # 1724959 Notary Public - California Orange County MVCwm.D0w Mar9.2011 (Notary Seal) V Bidders 0 0 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BALBOA ISLANDS BULKHEAD AND SEAWALL REPAIRS CONTRACT NO. 3962 DESIGNATION OF SURETIES Provide the names, addresses, and phone numbers for all brokers and sureties from whom Bidder intends to procure insurance and bonds (list by insurance /bond type): SSZ__ �ti tea, nJk V e S 15 -.1635 12 0 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BALBOA ISLANDS BULKHEAD AND SEAWALL REPAIRS CONTRACT NO. 3962 CONTRACTOR'S INDUSTRIAL SAFETY RECORD TO-ACCOMPANY PROPOSAL Bidders Name Record Last Five (5) Full Years Current Year of Record The information required for these items is the same as required for columns 3 to 6, Code 10, Occupational Injuries, Summary-- Occupational Injuries and Illnesses, OSHA No. 102. 13 Current Record Record Record Record Record Yearof for for for for for Record 2007 2006 2005 2004 2003 Total 2008 No. of contracts , Z Total dollar Amount of Contracts (in Thousands of $ No. of fatalities v o _ No. of lost Workday Cases O O C> C) No. of lost workday cases involving permanent transfer to another job or termination of O O O O O em to ment The information required for these items is the same as required for columns 3 to 6, Code 10, Occupational Injuries, Summary-- Occupational Injuries and Illnesses, OSHA No. 102. 13 5 0 0 Legal Business Name of BidderG -,., Business Address: QQ 02„r 57- Business Tel. No.: 7S L Lt 7L. State Contractor's License No. and Classification: Title Syykc%O� The above information was compiled from the records that are available to me at this time and I declare under penalty of perjury that the information is true and accurate within the limitations of those records. Signature of bidder Date Title Signature of bidder Date Title Signature of bidder Date Title Signature of bidder Date Title If bidder is an individual, name and signature of individual must be provided, and, if he is doing business under a fictitious name, the fictitious name must be set forth. If bidder is a partnership or joint venture, legal name of partnership /joint venture must be provided, followed by signatures of all of the partners /joint ventures or of fewer than all of the partners /joint ventures if submitted with evidence of authority to act on behalf of the partnership /joint venture. If bidder is a corporation, legal name of corporation must be provided, followed by notarized signatures of the corporation President or Vice President or President and Secretary or Assistant Secretary, and the corporate seal. Signatures of partners, join venturers, or corporation officers must be acknowledged before a Notary Public, who must certify that such partners /joint venturers, or officers are known to him or her to be such, and, in the case of a corporation, that such corporation executed the instrument pursuant to its bylaws or a resolution of its Board of Directors. 14 STATE OF CALIFORNIA } COUNTY OF ORANGE } S.S. On 3 , 2 °oJ6 before me, liv c,*rj q ,Avnn /Lc r ri a Notary Public in and for said County and State, personally appeared, 1; who proved to me on the basis of satisfactory evidence to be the person*whose name(st is/ace subscribed to the within instrument and acknowledged to me that he /shel+t my executed the same in his/ it authorized capacity(4o&), and that by his/hemWask signature(4 on the instrument the person(f4, or the entity upon behalf of which the perso*) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signa e: rustic LUCAS D. AUMILLER 3 0 COMM. #1773972 NOTARY PUSUC - CALIFORNIA ORANGE COUNTY O COMM. EXPIRES OCT. 18, 2011 j I�. AUM� IL t M. #1773972 :151.IC - CALIFORNIA '3E COUNTY o -, ", CT. 18, 2D11 j rc•�v -as•v� (Notary Seal) 0 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BALBOA ISLANDS BULKHEAD AND SEAWALL REPAIRS CONTRACT NO. 3962 ACKNOWLEDGEMENT OF ADDENDA Bidders name SvL,4SC.L �,clt �,._ �UU_h \��C„Xn The bidder shall signify receipt of all Addenda here, if any, and attach executed copy of addenda to bid documents: Addendum No. Date Received Signature 15 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BALBOA ISLANDS BULKHEAD AND SEAWALL REPAIRS CONTRACT NO. 3962 INFORMATION REQUIRED OF BIDDER Bidder certifies under penalty of perjury under the laws of the State of California that the following information is true and correct: Name of individual Contractor, Company or Corporation: .o -S�o-' Business Address: Telephone and Fax Number:�B-'A I ,L. Z(orr--> :1 (Li K1,4 :7(or>I California State Contractor's License No. and Class: �( i to C-io (REQUIRED AT TIME OF AWARD) Original Date Issued: Expiration Date:_(�,g �(,g List the name and title /position of the person(s) who inspected for your firm the site of the work proposed in these contract documents: The following are the names, titles, addresses, and phone numbers of all individuals, firm members, partners, joint ventures, and company or corporate officers having a principal interest in this proposal: Name Title Address Telephone Corporation organized under the laws of the State of 611 \ 41 aw.fk 16 0 0 The dates of any voluntary or involuntary bankruptcy judgments against any principal having an interest in this proposal are as follows: All company, corporate, or fictitious business names used by any principal having interest in this proposal are as follows: tu\ t,- For all arbitrations, lawsuits, settlements or the like (in or out of court). you have been involved in with public agencies in the past five years (Attach additional Sheets if necessary) provide: Provide the names, addresses and telephone numbers of the parties; Briefly summarize the parties' claims and defenses; Have you ever had a contract terminated by the owner /agency? If so, explain. Have you ever failed to complete a project? If so, explain. For any projects you have been involved with in the last 5 years, did you have any claims or actions by any outside agency or individual for labor compliance (i.e. failure to pay prevailing wage, falsifying certified payrolls, etc.)? Yes Are any claims or actions unresolved or outstanding? Yes /P 17 0 0 If yes to any of the above, explain. (Attach additional sheets, if necessary) Failure of the bidder to provide ALL requested information in a complete and accurate manner may be considered non - responsive. �so�wu\ eCR (Print name of Owner or President Mporation/Company) �atii ya��s��e,tz+rc �o ►' �4seac v� Bidder authorized Signature /Title O.k Title Date On 91 1(. log _ before me, �� (, &OLi5oskJ Notary Public, personally appeared - �kh r�de/- who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is /are subscribed to the within instrument and acknowledged to me that he /she /they executed the same in his /her /their authorized capacity(ies), and that by his /her /their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. <: (SEAL) Notary Public in and for said State My Commission Expires: &C -9-42a 18 � a STEPHEN W. G:RABOWSKI CommlaSlon # 1724999 Notary Public - California Orange County MVC0MM-BPk%MW9,2D11 0 0 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BALBOA ISLANDS BULKHEAD AND SEAWALL REPAIRS CONTRACT NO. 3962 NOTICE TO SUCCESSFUL BIDDER The following Contract Documents shall be executed and delivered to the Engineer within ten (10) days (not including Saturday, Sunday and Federal holidays) after the date shown on the "Notification of Award" to the successful bidder: • CONTRACT WITH REQUIRED INSURANCE CERTIFICATES AND ENDORSEMENTS • LABOR AND MATERIALS PAYMENT BOND • FAITHFUL PERFORMANCE BOND The City of Newport Beach will not permit a substitute format for these Contract Documents. Bidders are advised to review their content with bonding, insuring and legal agents prior to submission of bid. Original Certificate(s) of Insurance, General Liability Insurance Endorsement, and Automobile Liability Insurance Endorsement shall be provided as required by the Contract documents and delivered to the Public Works Department within ten (10) working days after the date shown on the Notification of Award to the successful bidder. The Labor and Materials Payment Bond and Faithful Performance Bond shall be issued by an insurance organization or surety (1) currently authorized by the Insurance Commissioner to transact business of insurance in the State of California, and (2) listed as an acceptable surety in the latest revision of the Federal Register Circular 570. Pursuant to Public Contract Code Section 22300, appropriate securities may be substituted for any monies to be withheld to ensure performance under the Contract. Insurance companies affording coverage shall be (1) currently authorized by the Insurance Commissioner to transact business of insurance in the State of California, and (2) assigned Policyholders' Rating A (or higher) and Financial Size Category Class VII (or larger) in accordance with the latest edition of Best's Key Rating Guide: Property- CasuaRv. Coverages shall be provided as specified in the Standard Soecifications for Public Works Construction, except as modified by the Special Provisions. Certificates of Insurance and additional insured endorsements shall be on the insurance company's forms, fully executed and delivered with the Contract. The Notice to Proceed will not be issued until all contract documents have been received and approved by the City. 19 0 0 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BALBOA ISLANDS BULKHEAD AND SEAWALL REPAIRS CONTRACT NO. 3962 CONTRACT THIS AGREEMENT, entered into this _ day of , 2008, by and between the CITY OF NEWPORT BEACH, hereinafter "City," and Surfside Restoration & Waterproofing, Inc., a California corporation, hereinafter "Contractor," is made with reference to the following facts: WHEREAS, City has advertised for bids for the following described public work: BALBOA ISLANDS BULKHEAD AND SEAWALL REPAIRS "The work necessary for the completion of this contract consists of (1) distributing construction notices to affected businesses and residents; (2) repairing existing expansion joints, cracks, and spalls; (3) repairing and replacing shotcrete; (4) removing abandoned utility boxes; (5) other incidental items to be completed within the work areas as required by the Plans and Specifications." WHEREAS, Contractor has been determined by City to be the lowest responsible bidder and Contractor's bid, and the compensation set forth in this Contract, is based upon Contractor's careful examination of all Contract documents, plans and specifications. NOW, THEREFORE, City and Contractor agree as follows: A. CONTRACT DOCUMENTS The complete Contract for the Project includes all of the following documents: Notice Inviting Bids, Instructions to Bidders, Proposal, Bidder's Bond, Non - Collusion Affidavit, Faithful Performance Bond, Labor and Materials Payment Bond, Permits, General Conditions, Standard Special Provisions and Standard Drawings, Plans and Special Provisions for Contract No. 3962, Standard Specifications for Public Works Construction (current adopted edition and all supplements) and this Agreement, and all modifications and amendments thereto (collectively the "Contract Documents "). The Contract Documents comprise the sole agreement between the parties as to the subject matter therein. Any representations or agreements not specifically contained in the Contract Documents are null and void. Any amendments must be made in writing, and signed by both parties in the manner specified in the Contract Documents. B. SCOPE OF WORK Contractor shall perform everything required to be performed, and shall provide and furnish all the labor, materials, necessary tools, expendable equipment and all utility and transportation services required for the Project: All of the work to be performed and materials to be furnished shall be in strict accordance with the provisions of the Contract Documents. Contractor is required to perform all activities, at no extra cost to City, which are reasonably inferable from the Contract Documents as being necessary to produce the intended results. 20 • C. COMPENSATION As full Project as required by the Contractor accepts as full pz Three Hundred Eighty -Five $196.400.00. This compensation includes: 0 compensation for the performance and completion of the Contract Documents, City shall pay to Contractor and yment the sum of One Hundred Ninety -Six Thousand, Dollars and 001100 ($196,385.00). As read bid amount was (1) Any loss or damage arising from the nature of the work, (2) Any loss or damage arising from any unforeseen difficulties or obstructions in the performance of the work, (3) Any expense incurred as a result of any suspension or discontinuance of the work, but excludes any loss resulting from earthquakes of a magnitude in excess of 3.5 on the Richter Scale and tidal waves, and which loss or expense occurs prior to acceptance of the work by City. D. NOTICE OF CLAIMS Unless a shorter time is specified elsewhere in this Contract, before making its final request for payment under the Contract Documents, Contractor shall submit to City, in writing, all claims for compensation under or arising out of this Contract. Contractor's acceptance of the final payment shall constitute a waiver of all claims for compensation under or arising out of this Contract except those previously made in writing and identified by Contractor in writing as unsettled at the time of its final request for payment. E. WRITTEN NOTICE Any written notice required to be given under the Contract Documents shall be performed by depositing the same in the U.S. Mail, postage prepaid, directed to the address of Contractor and to City, addressed as follows: CITY City of Newport Beach Public Works Department 3300 Newport Boulevard Newport Beach, CA 92663 Attention: Peter Tauscher (949)644-3316 Surislde Restoration & Watrproofing, Inc. P.O. Box 352 Huntington Beach, CA 92648 714 - 374 -7600 714 - 374- 7601(Fax) F. LABOR CODE 3700 LIABILITY INSURANCE Contractor, by executing this Contract, hereby certifies: "I am aware of the provisions of Section 3700 of the Labor Code which requires every employer to be insured against liability for Workers' Compensation or undertake self - insurance in accordance with the provisions of the Code, and I will comply with such provisions before commencing the performance of the work of this Contract." G. INSURANCE Insurance is to be placed with insurers with a Best's rating of no less than A:VII and insurers must be a California Admitted Insurance Company. Contractor shall furnish City with original certificates of insurance and with original endorsements effecting coverage required by this Contract. The certificates and endorsements for each insurance policy are to be signed by a person authorized by that 21 0 0 insurer to bind coverage on its behalf. All certificates and endorsements are to be received and approved by City before work commences. City reserves the right to require complete, certified copies of all required insurance policies, at any time. Contractor shall procure and maintain for the duration of the contract insurance against claims for injuries to persons or damages to property, which may arise from or in connection with the performance of the work hereunder by Contractor, his agents, representatives, employees or subcontractors. The cost of such insurance shall be included in Contractor's bid. 1. Minimum Scope of Insurance Coverage shall be at least as broad as: a) Insurance Services Office Commercial General Liability coverage "occurrence" form number CG 0002 (Edition 11185) or Insurance Services Office form number GL 0002 (Edition 1/73) covering Comprehensive General Liability and Insurance Services Office form number GL 0404 covering Broad Form Comprehensive General Liability. b) Insurance Services Office Business Auto Coverage form number CA 0002 0287 covering Automobile Liability, code 1 "any auto" and endorsement CA 0029 1288 Changes in Business Auto and Truckers Coverage forms - Insured Contract. c) Workers' Compensation insurance as required by the Labor Code of the State of California and Employers Liability insurance. 2. Minimum Limits of Insurance Coverage limits shall be no less than: a) General Liability: $1,000,000.00 combined single limit per occurrence for bodily injury, personal injury and property damage. If Commercial Liability Insurance or other form with a general aggregate limit is used, either the general aggregate limit shall apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit. b) Automobile Liability: $1,000,000.00 combined single limit per accident for bodily injury and property damage. c) Workers' Compensation and Employers Liability: Workers' compensation limits as required by the Labor Code of the State of California and Employers Liability. 3. Deductibles and Self- Insured Retentions Any deductibles or self - insured retentions must be declared to and approved by City. At the option of City, either: the insurer shall reduce or eliminate such deductibles or self- insured retentions as respects City, its officers, officials, employees and volunteers; or Contractor shall procure a bond guaranteeing payment of losses and related investigations, claim administration and defense expenses. 22 4. Other Insurance Provisions The policies are to contain, or be endorsed to contain, the following provisions: a) General Liability and Automobile Liability Coverages City, its officers, agents, officials, employees and volunteers are to be covered as additional insureds as respects: liability arising out of activities performed by or on behalf of Contractor, including the insured's general supervision of Contractor; products and completed operations of Contractor, premises owned, occupied or used by Contractor; or automobiles owned, leased, hired or borrowed by Contractor. The coverage shall contain no special limitations on the scope of protection afforded to City, its officers, officials, employees or volunteers. ii. Contractor's insurance coverage shall be primary insurance and/or primary source of recovery as respects City, its officers, officials, employees and volunteers. Any insurance or self - insurance maintained by City, its officers, officials, employees and volunteers shall be excess of the Contractor's insurance and shall not contribute with it. iii. Any failure to comply with reporting provisions of the policies shall not affect coverage provided to City, its officers, agents, officials, employees and volunteers. iv. Contractor's insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer's liability. v. The insurance afforded by the policy for contractual liability shall include liability assumed by contractor under the indemnification/hold harmless provision contained in this Contract. b) Workers' Compensation and Employers Liability Coverage The insurer shall agree to waive all rights of subrogation against City, its officers, agents, officials, employees and volunteers for losses arising from work performed by Contractor for City. c) All Coverages Each insurance policy required by this clause shall be endorsed to state that coverage shall not be suspended, voided, canceled, rescinded by either party, reduced in coverage or in limits except after thirty (30) days' prior written notice by certified mail, return receipt requested, has been given to City. All of the executed documents referenced in this contract must be returned within ten (10) working days after the date on the °Notification of Award," so that the City may review and approve all insurance and bonds documentation. 5. Acts of God Pursuant to Public Contract Code Section 7105, Contractor shall not be responsible for the repairing and restoring damage to Work, when damage is determined to have been proximately caused by an Act of God, in excess of 5 percent of the Contract 23 0 0 amount provided that the Work damaged is built in accordance with the plans and specifications. 6. Right to Stoo Work for Non - Compliance City shall have the right to direct the Contractor to stop work under this Agreement and /or withhold any payment(s), which become due to Contractor hereunder until Contractor demonstrates compliance with the requirements of this article. H. RESPONSIBILITY FOR DAMAGES OR INJURY City and all officers, employees and representatives thereof shall not be responsible in any manner: for any loss or damages that may happen to the Work or any part thereof; for any loss or damage to any of the materials or other things used or employed in performing the Work, for injury to or death of any person either workers or the public; or for damage to property from any cause arising from the construction of the work by Contractor, or its subcontractors, or its workers, or anyone employed by it. 2. Contractor shall be responsible for any liability imposed by law and for injuries to or death of any person or damage to property resulting from defects, obstructions or from any cause arising from Contractor's work on the Project, or the work of any subcontractor or supplier selected by the Contractor. 3. Contractor shall indemnify, hold harmless, and defend City, its officers and employees from and against (1) any and all loss, damages, liability, claims, allegations of liability, suits, costs and expenses for damages of any nature whatsoever, including, but not limited to, bodily injury, death, personal injury, property damages, or any other claims arising from any and all acts or omissions of Contractor, its employees, agents or subcontractors in the performance of services or work conducted or performed pursuant to this Contract; (2) use of improper materials in construction of the Work; or, (3) any and all claims asserted by Contractor's subcontractors or suppliers on the project, and shall include reasonable attorneys' fees and all other costs incurred in defending any such claim. Contractor shall not be required to indemnify City from the active negligence or willful misconduct of City, its officers or employees. 4. To the extent authorized by law, as much of the money due Contractor under and by virtue of the Contract as shall be considered necessary by City may be retained by it until disposition has been made of such suits or claims for damages as aforesaid. 5. Nothing in this article, nor any other portion of the Contract Documents shall be construed as authorizing any award of attorneys' fees in any action to enforce the terms of this Contract, except to the extent provided for in H.3, above. 6. The rights and obligations set forth in this Article shall survive the termination of this Contract. EFFECT OF CONTRACTOR'S EXECUTION Execution of this Contract and all other Contract Documents by Contractor is a representation that Contractor has visited the Project Site, has become familiar with the local conditions under which the work is to be performed, and has correlated all relevant observations with the requirements of the Contract Documents. J. CONFLICT If there is a conflict between provisions of this Contract and any other Contract Document, the provisions of this Contract shall prevail. 24 0 • K. WAIVER A waiver by City or any term, covenant, or condifion in the Contract Documents shall not be deemed to be a waiver of any subsequent breach of the same or any other term, covenant or condition. IN WITNESS WHEREOF, the parties hereto have caused this contract to be executed the day and year first written above. ATTEST: Assistant City Attorney CI A a SUFRSIDE RESTORATION & WATERPROOFING, INC. M Title Print Name: 2S .*'... `Zs-ev r� By: (Financiall�ffiOcer) Title: Q9-sl ,a �.1 �' , Print Name: . vm`pgr Please note. Corporations must complete and sign both places above even Neach office is held by the same individual 25 • • CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BALBOA ISLANDS BULKHEAD AND SEAWALL REPAIRS CONTRACT NO. 3962 BOND N0.79R4RGP LABOR AND MATERIALS PAYMENT BONA WHEREAS, the Ctiy Council of the City of Newport Beach, State of Catifo nia, by motion adopted, has awarded to Surfside Restoration & Waterprooflng, Inc., hereinafter designated as the "Principal," a contract for construction of BALBOA ISLANDS BULKHEAD AND SEAWALL REPAIRS, Contract No. 3952 In the City of Newport Beach, In strict corrfonnity with the plane, drawings, specifications and other Contract Documents in the office of the Pubic Works Department of the City of Newport Beach, sit of which are Incorporated herein by ttds reference. WHEREAS, Principal has executed or is about to execute Contract No. 3962 and the terms thereof require the furnishbV of a bond, pnrrMing that If Principal or any of Principare subcontractors, shall fall to pay for any materials, provisions, or other supplies used In, upon, for, or about the performance of the work agreed to be done, or for any work or labor done thereon of any kind, the Surety on this• bond will pay the same to the extent hereinafter out forth: NOW. THEREFORE, We the un duroWned Pdndpal, and, Developers Surety and Indemnity Company duly authorized to transact business under the laws of the State of California, as Surety, (referred to herein as `Surety') are held firmly bound unto the City of Newport Beach, in the sum of One Hundred. Ninety -Six Thousand, Three Hundred E19ft -Five Doilare and 001100 ($196,385.00) lawful money of the United States of America, said sum being equal to 10096 of the estimated amount payable by the City of Newport Beach under Ore terms of the Contract; far which payment wag and truly to be made, we bind ourselves, our heirs, executors and administrators, successors, or assigns, jointly and severally, firmly by these present. THE CONDITION OF THIS OBLIGATION IS SUCH, that 0 the Principal or the pri m ipal's subcontractors, fail to pay for any materials, prowistons, or other supplies, implements or machinery used in, upon, for, or about the performance of the work contracted to be done, or for any other work or labor thereon of any kind, or for amounts due under the Unemployment Insurance Code with rasped to such work or labor, or for any amounts required to be deducted, withheld and paid over to the Employment Development Department from the wages of employees of the Principal and sutnontradas pursuant to Section 1.3020 of the Unemployment Insurance Code with reaped to such. work and tabor, than the Surety will pay for the same, in an amount not exceeding the sum spedtted In this Bond, and also, in case suit Is brought to enforce the obligations of this Bond, a reasonable attorneys fee, to be fixed by the Court as required by the provisions of Section 3260 of the Civil Code of the State of CaUbmta. 26 0 • The Bond shall Inure to the benefit of any and all persons, companies, and corporations entitled to file claims under Section 3181 of the California Civil Cade so as to give a right of action to them or their assigns in any suit brought upon this Bond, as required by and In accordance with the provisions cif Sections 3247 at aeq. of the Civil Code of the State of Calltomia. And Surety, for value received, hereby stipulates and egress that no change, extension of time, alterations or additions to the terms of the Contract or to the work to W performed thereunder or the specifications accompanying the same shall in any wise affect its obligations on this Bond, and it does hereby waive notice of any such change, extension of time, alterations or additions to the tenns of the Contract or to the work or to the specifications. In the event that any principal above named executed this Bond as an individual, it is agreed that the death of any such principal shall not exonerate the Surety from its obtodons under this Bond. IN WITNESS WHEREOF, this instrument has been duty executed by the above named Principal and Surely, on ft 27th day of October Zppg, Shufside Restoration & Waterproofing, Inc (Principal) and Indemnity any Nema of Surety 17780 Rich Irvine Ca 92614 Address of Surety •rr • r• - S. Smith - Bowman, Attomey -In -Fact Print Name and Title NOTARY ACKNOWLEDGMENTS DF CONTRACTOR AND SURETY MUST BE ATTACHED 27 STATE OF CALIFORNIA COUNTY OF ORANGE ) S.S. On 3 , Z'ao SS before me, Guc .a s n. , a Notary Public in and for said County and State, personally appeared, TOt+t/ F-LA�IL who proved to me on the basis of satisfactory evidence to be the person(* whose name(&) is/ere subscribed to the within instrument and acknowledged to me that he /sl m4wy executed the same in hivher4teir authorized capacity(4es), and that.by his/bwAheir signature(4 on the instrument the person(.&), or the entity upon behalf of which the personW acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. r - LUCAS AUMILLER 3 0 COMM. 01773972 Q NOTARY PUBLIC - CALIFORNIAO ORANGE COUNTY 0 Signature: C�0= �— — I COMM. EXPIRES OCT. 18, 2011 (Notary Seal) S D. AUK MI�LLERR ;!M. a n73s7z ' '!8L'C - CALIFORNIAO ;E COUNTY 0 :.:OCT. tav 8a+v�v� 0 CALIFORNIA ALL - PURPOSE ACKNOWLEDGMENT STATE OF CALIFORNIA County of San Diego • On October 27, 2008 before me, Leslie Hahn Notary Public Date Here Insert Name and Title of the Officer personally appeared S. Smith - Bowman Name(s) of Signer(s) LESUE HAHN COMM. #16D4659 n H NOTARY PUBLIC-CALIFORNIA, (a v SAN DIEGO COUNTY n My Commission Expires SEPTEMBER 5, 2009 �ta*'nemwe� Place Notary Seal Above who proved to me on the basis of satisfactory evidence to be the person(,'whose nameW) is/eFe subscribed to the within instrument and acknowledged to me that he /she4hey executed the same in his/her/their authorized capacity(ias), and that by his/her/thok signature(a) on the instrument the person(a), or the entity upon behalf of which the person(a) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. Witness m d a Qfficial seal f Signet L J ff n Turerof o1 Public , OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: ❑ Individual ❑ Corporate Officer— Title(s): ❑ Partner — ❑ Limited ❑ General G6 Attorney in Fact M L91; 1111". L11 Li IAA WN 12 10 ❑ Trustee in 12611tillZIF ❑ Guardian or Conservator Top of thumb here ❑ Other: Signer Is Representing: Number of Pages: Signer's Name: ❑ Individual ❑ Corporate Off !car — Title(s)7 ❑ Partner — ❑Limited ❑General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator Top of thumb here ❑ Other: Signer Is Representing: 020D7 National Newry Association • 9350 De Sow Ave.. P.O. Box 2402 • Chatsw0n0. CA 913133402 •...NafionalNotary.erg Item #5907 Reorder: Call Toll-Free 1.800- 876.6827 0 0 POWER OF ATTORNEY FOR DEVELOPERS SURETY AND INDEMNITY COMPANY INDEMNITY COMPANY OF CALIFORNIA PO Box 19725, IRVINE. CA 92623 (949) 263 -3300 KNOW ALL MEN BY THESE PRESENTS, that as except as expressly Imiled, DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA, do each, hereby make, constitute and appoint: * ** Steven R. Bonilla, S. Smith - Bowman, A. Watt, Leslie Hahn, Ted Collins, jointly or severally * ** as their true and lawful Attorney(s)-in-Fact, to make, execute, dNNer and acknowledge, for and on behalf of said corporations, as sureties, bonds, undertakings and contracts of surety- ship giving and granting unto said Attorney(s)-in-Fact full power and authority to do and to perform every act necessary, requisite or proper to be done in connection therewith as each of said corporations could do, but reserving to each of said corporations full power of substitution and revocation, and all of the acts of said Atlomey(sHn -Fact, pursuant to these presents, are hereby ratified and confirmed. This Power of Attorney is granted and R signed by facsimile under and by authority of the following resolutions adopted by the respective Board of Directors of DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA, effective as of January let, 2008. RESOLVED, that the chairman of the Board, the President and any Vice President of the corporation be, and that each of them hereby Is, authorized to execute Powers of Attorney, qualifying the atomey(s) named in the Powers of Abomey to execute, on behalf of the corporations, bonds, undertakings and contracts of suretyship; and that the Secretary or any Assistant Secretary of the corporations be, and each of them hereby is, authorized to attest the execution of any such Power of Attorney; RESOLVED, FURTHER, that the signatures of such officers may be affixed to any such Power of Attorney or to any certificate malting thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures shat be valid and binding upon the corporations when so affixed and in the future with respect to any bond, undertaking or contract of suretyship to which it is attached. IN WITNESS WHEREOF, DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA have severely caused these presents to be signed by their respective Vice President and attested by their respective Assistant Secretary this January 1st, 2008. By: .ww. PANY �'� Stephen T. Pate, Senior Uce Presiden • gJ;`a*PORglR, i�, 4Q is 4�RP0 9 i W F OCT. £< 2= OCT. 5 By: F °a4: 1936 10 t�'> i+ rOW P ` '6 ,#' W 1867 y° O,1 aP 2 � Charles L. Day, Assistant Secretary _,: „x.0.......w , y.�e < /FOB State of California '••.,,• * ,,.., °` County of Orange On January 1 st. 2006 before me, Christopher J, Roach, Notary Public Date Here Insert Name and Title of the Officer personally appeared Stephen T. Pate and Chades L Day Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) islare subscribed to the within Instrument and acknowledged to me That helsheAhey executed the same in hiafhedtheir authorized T a g014f 'I capacy(ies), and that by hisrherAheir signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I IV C.O/AAA. C 1746638 1JOIARY FILOW CA U{ ORANGECOUNrV 114 Ift 10, 2011 Place Notary Seal Above I certify under PENALTY OF PERJURY under the laws of the Stale of Cafffornla that the foregoing paragraph is true and correct. WITNESS my hand and CERTIFICATE J. Roach The undersigned, as Assistant Secretary, of DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA, does hereby certify that the foregoing Power of Attorney remains in full force and has not been revoked, and furthenmom, that the provisions of the resolutions of the respective Boards of Directors of said corporations set forth in the Paver of Attorney, are in force as of the date of this Certificate. This Certificate is executed In the City of Irvine, California, the27 thday of October,, 2008 B-0'ACb Q i Alban Nillebrand. Assistant ecrelary ID- 1380(wet)(Rev.07107) CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BALBOA ISLANDS BULKHEAD AND SEAWALL REPAIRS CONTRACT NO. 3962 BOND NO. 728489P FAITHFUL PERFORMANCE WN- O The premium charges on this Bond is $ 7,352 Premium is to contract term and Ie subted tc adNslment based on fnell being at the rate of $ 37.50 per mnmd oce thousand of the Contract price. WHEREAS, the City Council of the City of Nw*IW Beach, State of California, by mown adopted, awarded to Surtside Restoration & Watarproofng, Inc„ hereinafter designated as the "Principal", a contract for construction of BALBOA ISLANDS BULKHEAD AND SEAWALL REPAIRS, Contract No. 3962 in the City of Newport Beach, In strict conformity with the plans, drawings, specifications, and other Contract Documents maintained in the Public Works Department of the City of Newport Beach, all of which are incorporated herein by this reference. WHEREAS. Principal has executed or is about to exwAe Contract No. 3962 and the terms thereof require the furnishing of a Bond for the faithful performance of the Contract; NOW, THEREFORE, we, the Principal, and Developers Surety and Indemnity Company duly authorized to transact business under the laws of the State of Califomia as Surety (hereinafter "Surety!, are held and firmly bound unto the Cry of Newport Beach, in the sum of One Hundred Nlno"lx Thousand, Throe Hundred Elghtlr Five Dollars and 001100 ($190,385.00) lawful money of the United States of America, said sum being equal to 100% of the estimated amount of the Contract, to be paid to the City of Newport Beach, Its successors, and assigns; for which payment well and truly to be made, we bind ourselves, our helve, executors and administrators, successors, or assigns, jointly and severally, firmly by these present. THE CONDITION OF THIS OBLIGATION 15 SUCH, that If the Principal, or the Principal's hairs, executors, administrators, successors, or assigns, fail to abide by. and well and truly keep and perform any or all the work, covenants, conditions, and agreements in the Contract Documents and any alteration thereof made as therein provided on Its part, to be kept and performed at the time and in the manner therein specified, and In all respects according to Its true Went and meaning, or falls to indemnify, defend, and save hamvess the City of Newport Beach, its officers, employees and agents, as therein stipulated, then, Surety will faithfully perform the same, in an amount not exceeding the sum specified in this Boras; otherwise this ohNation shall become null and void. 20 ............ _ As a part of the obligation secured hereby, and in addition to the face amount specified In this Perfo marmoe Bond, there shag be included costs and reasonable expenses and fees, Indudshg reasonable attomeys fees, incurred by the City, only to the event the City Is required to bring an action In law or equity against Surety to enforce the obligations of this Bond. Surety. for value received, stipulates and agrees gist no change, extension of time, alterations or additions to the terms of the Contract or to the work to be performed thereunder or to the specifications accompanying the some shag in any way affect its obligations on this Bond, and it does hereby waive notice of any such change, extension of time, alterations or additions of the Contract or to the work or to the specifications. 'Plus Faithful Performance Bond shall be extended and maintained by the Principal to hdl force and effect for one (1) year following the date of formal acceprartce of the Project by the City. In the event that the Prindpal executed this bond as an individual, it is agreed that the death of any such Principal shall not exonerate the Surety from its obligations under this Bond. IN WITNESS WHEREOF, this instrument has been duly executed by the Principal and Surety strove named, on the 27th day of October 2oca. Surf" Restondion s waterproofing, I (Principal) Developers Surety and Indemnity Company Name of Surety 17780 Fitch, Irvine CA 92614 Address of Surety :rr -. PM 1:1 ►.>•�� tip S. Smith Bowman, Attorney -In -Fact Print Name and Title NOTARY ACIKNOWLEOGMENTS OF CONTRACTOR ANo SURETY wjsT BE ATTACHED :: $$ u, ,,fir. STATE OF CALIFORNIA } COUNTY OF ORANGE } S.S. On /VOUfMrgrx— -3 Z DO fr before me, /JUc,^ -5 o, Aym ii. L.r° 2 a Notary Public in and for said County and State, personally appeared, 1-01}nl /=Lnrm who proved to me on the basis of satisfactory evidence to be the person*whose name(o) is/aw€ subscribed to the within instrument and acknowledged to me that he /s� executed the same in his/heF*vsir authorized capacity(ies), and that by hill it signature(s) on the instrument the person(*, or the entity upon behalf of which the person(} acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. LUCAS D. AUMILLER; Q L M. # 1773972 • NOTARY ANGE CWNTY� 0 Signature: Norwz UL IRES OCT. 18. 2011 (Notary Seal) AS D. A A MILLER LLE COMM. #1773972 1RY PUBLIC - CALIFORNIA �) ORANGE COUNTY 0 EXPIRES OCT. T. 1 CALIFORNIA ALL - PURPOSE ACKNOWLEDGMENT STATE OF CALIFORNIA County of San Diego 0 On October 27, 2008 before me, Leslie Hahn Notary PublInseic Date Here rt Name and Title of the officer personally appeared S. Smith - Bowman Name(s) of Signer(s) ry LESUE HAHN COMM. #1804859 n m iT NOTARY PUBLIC CALIFORNIA 0j SyyAN DIEGO COUNTY M EPTEM MR 5,2009 vow Place Notary Seal Above who proved to me on the basis of satisfactory evidence to be the person(p) whose nameks) is /are subscribed to the within instrument and acknowledged to me thatAe /sheahey executed the same in hWher/Haeir authorized capacity(ies), and that by fiiefherkhelr signaturla(e) on the instrument the personfo), or the entity upon behalf of which the persona) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. Witness my a and o 'cial seal. Signatur (gnat re of Notary P c OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document Date: Signer(s) Other Than Named Capacity(ies) Claimed by Signer(s) Signer's Name: ❑ Individual ❑ Corporate Officer— Title(s): ❑ Partner — ❑ Limited ❑ General 56 Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: Top of thumb here Number of Pages: Signer's Name: ❑ Individual ❑ Corporate Officer — Title(s)_ ❑ Partner— ❑ Limited ❑ General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: Top of thumb here Q2007 National Notary As miation • 9350 De Soto Ave., P.O. Box 2402 • Chatsworth, CA 91313 -2402 • Ww .NationalNotary.org Item N 907 Reorder: Cell ToIFRee 1- 800 - 876.6627 0 0 POWER OF ATTORNEY FOR DEVELOPERS SURETY AND INDEMNITY COMPANY INDEMNITY COMPANY OF CALIFORNIA PO Box 19725, IRVINE, CA 92623 (949) 263 -3300 KNOW ALL MEN BY THESE PRESENTS, that as except as expressly limited, DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA, do each, hereby make, constitute and appoint * ** Steven R. Bonilla, S. Smith- Bowman, A. Watt, Leslie Hahn, Ted Collins, jointly or severally * ** as their We and lawful Attomey(s) -in -Fact, to make, execute, deliver and acknowledge, for and on behalf of said corporations, as sureties, bonds, undertakings and contracts of surety- ship giving and granting unto said Atanney(s)- in-Fed full power and authority to do and to perform every act necessary, requisite or proper to be done in connection therewith as each of said corporations could do, but reserving to each of said corporations full power of substitution and revocation, and all of the acts of said Atfomey(s }in -Fad, pursuant to these presents, are hereby ratified and confirmed. - This Power of Attorney is granted and is signed by facsimile under and by authority of the following resolutions adopted by the respective Board of Directors of DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA, effective as of January td, 2008. RESOLVED, that the chairman of the Board, the President and any Vice President of the corporation be, and that each of them hereby is, authorized to execute Powers of Attorney, qualifymg the altaney(s) named in the Powers of Attorney to execute, on behalf or the corporations, bonds, undertakings and contracts of suretyship; and that the Secretary or any Assistant Secretary of the corporations be, and each of them hereby is, authorized to attest the execution of any such Power of Atamey; RESOLVED. FURTHER, that the signatures of such officers may be affixed to any such Power of Attorney or to any cerificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures shall be valid and binding upon the corporations when so affixed and in the f duce with respect to any bond, undertaking or contract of suretyship to which it is attached. IN WITNESS WHEREOF, DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA have severally caused these presents to be signed by their respective Vice President and attested by their respective Assistant Secretary this January 1st, 2008. Stephen T. Pate, Senior Vice Charles L. Day, Assistant State of California County of Orange OCT. to 1936 OCT. 5 1967 On January 1st, 2008 before me, Christopher J. Roach Notary Public Date Here Insert Name and Tice of the Officer personally appeared Name(s) of Signer(s) who proved to me on the bass of satisfactory evidence to be the person(s) whose name(s) islare subscribed to the within Instrument and acknowledged to me that he/she" executed the same in hislhenthen authorized Fi0i'�'1 capacity(ies), and that by hslherAheir signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. COMA, III 1745M r MOVIRY PTA CAL)FORW I certify under PENALTY OF PERJURY under the laws of the State of Caiforne that the foregoing paragraph is ORANGE T%OIJ+TY true and correct. Akl mRim 19,2D11 WITNESS my hand and offi ial seal. Place Notary Seal Above Signature Ch er J. Roach CERTIFICATE The undersigned, as Assistant Secretary, of DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA, does hereby cerdy that the foregoing Power of Attorney remains in full force and has not been revoked, and furthermore, that the provisions of the resolutions of the respective Boards of Directors of said corporations set forth in the Power of Attorney, are in force as of the date of this Certificate. This Certificate ry ficate is executed in the City of California, ththP 7thday ofOCtobeT„ 2008 By'4' • % "Albert Hillebrand, Assistant gicretary ID -1380(Wet)(Rev.07/07) n • ACORD CERTIFICATE OF LIABILITY INSURANCE OPIOXC SP IDmc ""`° -25`" 11 25 OS TEMMOER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Hunter Insurance Services, Inc ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Agency LicB OD94594 7863 La Xesa Blvd HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. POMPIMMU,TOR POLICY EIFIPARCM La Ness, G 91941 Phone: 888 -815 -7639 Pax: 619- 465 -1926 INSURERS AFFORDING COVERAGE NAIC N PROPER. EPROMBA OATEMAME") LENTHE Sur£side Reatoration a Waterer VNERALLMaMTI D«rORMXrFn John Elder U No A 737 Lake St Huntington Beach CA 92648 FEE 11/21/08 COVERAGES THE POLCIEB OF MORMON LISTED BELLOW THINE RUN I68LEO TO THE IX91RE 0 NMEO AOWE FOR THE NOBICY PERIM IXDIGTEO H. HDRN. µv REQUIREMENT. TERM OR CONDITION OF MY C H7T OR OTHER MOLMENT WIN PERFECT TO MRRC TIM CEe IFIH TM MAY BE ISSUED OR F.YIEPTMN. THE FOURNME AFFORDED BY THE POLTNU DESCRIBED MENEIM IB BL&IECT IOM THE TEWIB.E %MQMIONe MID COMETIME, OF MON NUGfb AOAEGATE LIMITS WIYhN MAY HAVE PEEN REDUCED BY PAID 4AIMB WBR NEUL Public Works paper tnent xrOLE xOCazwwexxnuAaLmOF AXYxxovon rNENxiuNEa Tn,LGExTnuR POMPIMMU,TOR POLICY EIFIPARCM 3300 Newport Blvd LED MHuFT.EUP ' Newport Beach CL 92663 iEpTMENEY OATEMAME") LENTHE VNERALLMaMTI D«rORMXrFn .REP. r 1000000 A X X IAL UNEMILU uT]— FEC60000062 11/21/08 11/21/09 PRUEMUVR =7U,m) s 100000 B MADE RED EXPVuBom PFI.ro s5000 EMERY 51000000 X Owner/Cont Prot. [wrB s 2000000 GFM AOOREwTE LIMIT APPLES PER PEOPLE. .[DNI AM f 1000000 X — �HDMMR.k LIMLT' MD L[Wrt { V AUTO li, vxm0 BHMILI HUNT ?N.—Y. f . LOWXEDAYTOY MMLEDADIOE O H- ONNETAUTOR QPM— ' ROF.OAM.LOE (RM,NN IIV f uTr MTOONLY- ERACCIDE. { OTHER THAN EA AM s Ywlo f AMTGOxLV MOB SPEW FAG CCCVRREXCE { ❑ uF.Ixs xADE AmREwre s s G I RETENTION $ Brn _ G 'WD iORYU WT3 FR REIRELOYMEN-LIBINILITY EL FACXAO'10EHI f MY TM peGbE- EAELVLOYEE { FICLMIEMENBROL CIOI P EL OeEAeE- PHKYLVUT f OTHER DE6ERrtIG OF OFE W l Iili I IOGLtlIH I VFMCLRD / ERL W qq MDE D BY FNDOIO ENEM / SROA1 PROVISIONS Cancellation: 10 day non -pay, 30 days all others Certificate Holder is named as Additional Insured, per attached endorsement. CERTIFICATE HOLDER CANCELLATION CITyoFN wuOAxr GF TxE MaovF-"- wIBm PDUaEBEECURULEDe<FOR[mEEVnAMm AiET EREDE.TXENLNIwl NR RWILLEMIDEAVORYONAX 30 YE... City of Newport Beach ND[rnrxE OUTERMTEMLDER RMLEPT..ELaT. wrc ......I. Public Works paper tnent xrOLE xOCazwwexxnuAaLmOF AXYxxovon rNENxiuNEa Tn,LGExTnuR Fax! 949.644.3316 3300 Newport Blvd MHuFT.EUP ' Newport Beach CL 92663 ACORD 25 (2001108) 1 i " 0 AGURO GORPORATIUN 1960 am AC- DR& CERTIFICA OF LIABILrry INSURA E lggqq EMT! ALM PROOUL9I THIS CEFMRCATE 18 ISSUED"A MATTER OF WORMAI ION Dianne Thompson ONLY AND CONFERS NO RIGHTS UPON THE CERTWI ATE 17011 Beech Btvd. Suite 101 Huntington Beach. CA 02647 QWSLXMM HOLDEM THIS CERTMATE DOES NOT AMEND, EXTEND ALTO THE COVEPtAGE AFFORDED BY THE POLICIES OU OR DW. AFFORDM COVERAGE NAIC s R llG Jahn FkWL DBA SURFOIDE RESTORATION AND WATERPROOFING _ NOIAKpti MMM Fawn Qwww In. .w Cc-WM 49191 eACHCCCURRRNCE S LNUP�a swwwTMlnwAuluN.4B . rAaaneAOMIyNq 79111 __....... i -• LGBSE ore perawo S PO BOX 962 NISURERG S G:6LEitALAGGItEGATE S KWMngtan Beach CA 926160992 m9URER R FROBl/OT6- COM%OP AGe f INSLElER E URALM ,wrAM X ALLOWKMAUTW X SCHEMIUM AUTM MPMAUTOS RONAM M AUM THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN MSOEDTo THE BISURM MMEOADWE FOR THE POLICY P6TM GIOICATEn. NOWATHST ANY REMIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER WI;k ANT WTti RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUE MAY PERTAIN. THE OWRANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SIlIECT TO ALL THE TERMS. E)W-W ti.4 AND CONCIMONS OF POLICES AGGREGATE IN" SHOWN NAY NAVE BEEN REDUCED BY PALO CLAIMS. OR EMT! ALM 33RD New pod Beach Bhrd VXM TMRWF. TNL: LB81" NL&M M WLL EIREAVOR TO MAL 30 DAYS POLICY NIEM}SR BOX 1768 1768 EATWN OLMIS APO '� ^F^+• • �.A ON'= ND OELIBATIOM OR LIASYIT 9F ANT tl UPON TIE E 61. DIY iW na M GINEV/LUAw"TV .._' COMMERCIAL GENER wr OIAIMSMAOE ❑ OCOIR eACHCCCURRRNCE S i -• LGBSE ore perawo S FERBCIWL&ACVWMMY S G:6LEitALAGGItEGATE S GEN'LAGGMGATELMBTAPPLIE8 17micyl PER LOG FROBl/OT6- COM%OP AGe f URALM ,wrAM X ALLOWKMAUTW X SCHEMIUM AUTM MPMAUTOS RONAM M AUM 427 70294Y25 -151 GMGU LINT CU hwkbm s 1 00 9B OO O OWLY"RM s : PROPSMUMLAGE 8 aARACGLMMC.RY ANYAUM AD 0NLV- EAAC0IDBIT S 0YKM7HAM FAAGC ADIOOMr. AW S i WUM�LA UABMIY OCCUR UCIAIMSMAOE ' BwLrCT®LF EACH A s -- s Empu MSC a1P9EAl1011AN0 EIILOOPPASLIAPLTY ANTAAOP {tltTaRIPARi/A3mFJ{EW'11vE OFFlCL4rA1H6H2tCOT_UGEIkT E aesabs undue SPEfYAL PNOUIMpNBlwlow w Tu- 7LLILfllS . - LL EACH ACnDl311' i - ELM&RAW -Eh BiLDYE f EL UUMAM-POLKYLWITi S tnN9l oE&CAQPP110NOFOPERLTIONE rLOCATIONB /Yl#�I.F3rE1LCl llMp16 A00®HY 6IBYRBk7161I16411MALPNCFISOW 2003 Chevrolet K2= CERTIFICATE H -DIEN CAUCER-ILATKIN The City Of Umpost Beach SHOLBOANrWWWAROME OMMO OPULMOM ECANCELUM@OR= TM 33RD New pod Beach Bhrd VXM TMRWF. TNL: LB81" NL&M M WLL EIREAVOR TO MAL 30 DAYS BOX 1768 1768 MMPE TOT CI+dFl U WILLOW NMED TO THEE LEM E1n FALWW TO BOS 9Mu APO '� ^F^+• • �.A ON'= ND OELIBATIOM OR LIASYIT 9F ANT tl UPON TIE E 61. DIY iW na M RL4ErtATnrNS.'�. ACORD 25 (2021Ia6) L• / ®AIcORD CORPOWL7 7gw 0 POLICY NUMBER FEC60000062 0 COMMERCIAL GENERAL LIABILITY IL 12 011185 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. POLICY CHANGES Policy Change Number POLICY NUMBER POLICY CHANGES COMPANY EFFECTIVE State National Insurance Company FEC60000062 11/25/2008-11/21/2009 NAMED INSURED AUTHORIZED REPRESENTATIVE Surfside Restoration & Waterproofing, Inc. COVERAGE PARTS AFFECTED Commercial General Liability Primary Insurance / Excess & Non- Contributory Wording This endorsement modifies insurance provided under the following: The Additional Insured Endorsement — BLANKET ADDITIONAL INSURED — OWNERS, LESSEES OR CONTRACTORS AUTOMATIC STATUS WHEN REQUIRED IN CONSTRUCTION AGREEMENT WITH YOU (CG2033 07/04) is amending to included the following: C. Coverage provided by this policy to the Additional Insured(s) shown in the Schedule shall be primary insurance and any other insurance maintained by the Additional Insureds) shall be excess and noncontributory, but only if required of the Named Insured by an "insured contract'. SN — 2007 - 2104/08 Page.] of 1 0 POLICY NUMBER: FEC60000062 0 COMMERCIAL GENERAL LIABILITY CG 20 37 07 04 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s): Location And Description Of Completed Operations City of Newport Beach Various Locations in and Public Works Department Around Balboa Island 3300 Newport Blvd Newport Beach, CA. 92663 Information required to complete this Schedule, if not shown above, will be shown in the Declarations. Section II — Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury" or "property dam- age" caused, in whole or in part, by "your work" at the location designated and described in the sched- ule of this endorsement performed for that additional insured and included in the "products- completed operations hazard ". CG 20 37 07 04 0 ISO Properties, Inc., 2004 Page 1 of 1 13 0 0 POLICY NUMBER: COMMERCIAL GENERAL LIABILITY CG 2010 07 04 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or O anization s : Locations Of Covered Operations City of Newport Beach Various Locations in and around Public Works Department Balboa Island 3300 Newport Blvd Newport Beach, CA. 92663 Information required to complete this Schedule if not shown above, will be shown in the Declarations. A. Section II — Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured(s) at the location(s) desig- nated above. B. With respect to the insurance afforded to these additional insureds, the following additional exclu- sions apply: This insurance does not apply to "bodily injury" or "property damage" occurring after: 1. All work, including materials, parts or equip- ment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or 2. That portion of "your work" out of which the injury or damage arises has been put to its in- tended use by any person or organization other than another contractor or subcontractor en- gaged in performing operations for a principal as a part of the same project. CG 20 10 07 04 ® ISO Properties, Inc., 2004 Page 1 of 1 0 0 0 Policy Number: FEC60000062 CG 24 0410 93 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name of Person or Organization: (If no entry appears above, information required to complete this endorsement will be shown in the Dec- larations as applicable to this endorsement.) The TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US Condition (Section IV — COMMERCIAL GENERAL LIABILITY CONDITIONS) is amended by the addition of the following: We waive any right of recovery we may have against the person or organization shown in the Schedule above because of payments we make for injury or damage arising out of your ongoing operations or "your work" done under a contract with that person or organization and included to the "products - completed operations hazard ". This waiver applies only to the person or organization shown in the Schedule above. CG 24 04 10 93 Copyright, Insurance Services Office, Inc., 1992 Page 1 of 1 13 • POLICY NUMBER: FEC60000062 C, COMMERCIAL GENERAL LIABILITY IL 12 01 11 85 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. POLICY CHANGES Policy Change Number POLICY NUMBER POLICY CHANGES COMPANY EFFECTIVE State National Insurance Company FEC60000062 11/25/2008- 11/21/2009 NAMED INSURED AUTHORIZED REPRESENTATIVE Surfside Restoration & Waterproofmg, Inc. COVERAGE PARTS AFFECTED Commercial General Liability Primary Insurance / Excess & Non- Contributory Wording This endorsement modifies insurance provided under the following: The Additional Insured Endorsement — BLANKET ADDITIONAL INSURED — OWNERS, LESSEES OR CONTRACTORS AUTOMATIC STATUS WHEN REQUIRED IN CONSTRUCTION AGREEMENT WITH YOU (CG2033 07/04) is amending to included the following: C. Coverage provided by this policy to the Additional Insured(s) shown in the Schedule shall be primary insurance and any other insurance maintained by the Additional Insured(s) shall be excess and non - contributory, but only if required of the Named Insured by an "insured contract". SN — 2007 - 2104/08 Page I of 1 • 0 POLICYHOLDER COPY SO STATE P.O. BOX 420807, SAN FRANCISCO,CA 94142 -0807 COMPENSATION INSURANCE FUND CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ISSUE DATE: 10- 20-2008 GROUP: 000713 POLICY NUMBER: 0023944 -2007 CERTIFICATE ID: 13 CERTIFICATE EXPIRES: 01 -01 -2009 01 -01- 2008/01 -01 -2009 CITY OF NEWPORT BEACH s0 JOB:CONTRACT #3962 PUBLIC WORKS DEPT BALBOA ISLANDS BULKHEAD & SEAWALL REPAIR 3300 NEWPORT BLVD NEWPORT BEACH CA 92663 -3816 This is to certify that we have issued a valid Workers' Compensation Insurance policy in a form approved by the California Insurance Commissioner to the employer named below for the policy period indicated. This policy is not subject to cancellation by the Fund except upon 30 days advance written notice to the employer. We will also give you 30 days advance notice should this policy be cancelled prior to its normal expiration. This certificate of insurance is not an insurance policy and does not amend, extend or alter the coverage afforded by the policy listed herein Notwithstanding any requirement, term or condition of any contract or other document with respect to which this certificate of insurance may be Issued or to which it may pertain, the insurance afforded by the policy described herein is subject to all the terms, exclusions, and conditions, of such policy. =HORIZEDREPRESENTATI PRESIDENT EMPLOYER'S LIABILITY LIMIT INCLUDING DEFENSE COSTS: $1,000,000 PER OCCURRENCE. ENDORSEMENT #1600 - ELDER, CHRISTINE R SECRETARY TREASURER - EXCLUDED. ENDORSEMENT #1600 - ELDER, JOHN PRESIDENT - EXCLUDED. ENDORSEMENT #2055 ENTITLED CERTIFICATE HOLDERS' NOTICE EFFECTIVE 02 -15 -2008 IS ATTACHED TO AND FORMS A PART OF THIS POLICY. ENDORSEMENT #2570 ENTITLED WAIVER OF SUBROGATION EFFECTIVE 2008 -10-20 IS ATTACHED TO AND FORMS A PART OF THIS POLICY. THIRD PARTY NAME: CITY OF NEWPORT BEACH EMPLOYER SURFSIDE RESTORATION & WATERPRFING, INC SG PO BOX 352 HUNTINGTON BEACH CA 62648 [DCD,CNJ IREV.2.0151 PRIMED : 10-20 -2008 0 0 Rooks, Shari From: Jennifer King [JKing @bbsocal.com] Sent: Wednesday, November 26, 2008 7:53 AM To: Rooks, Shari Subject: RE: Surfside Restoration Insurance Hi Shari, Everything is good. I just talked to Peter and told him the same. Yes, you are correct Mr. Elder's broker attached the wrong Additional Insured in the email they sent in the morning. The 4:41 email was the corrected version. Happy Thanksgiving O Jennifer M. King Brown & Brown of California, Inc. 500 N. State College Blvd., Suite 400 Orange, CA 92868 Ph: (714) 221-1873 Fax: (714) 221-4173 Email: . /kinzfba7,bbsocaL com License #0786768 NOTICE: Please be aware that you cannot bind, alter or cancel coverage without speaking to an authorized representative of Brown & Brown of California, Inc. Coverage cannot be bound without confirmation from an authorized representative of Brown & Brown. CONFIDENTIALITY NOTICE: The information contained in this communication, including attachments, is privileged and confidential. It is intended only for the exclusive use of the addressee. If the reader is not the intended recipient, or the employee, or the agent responsible for delivering it to the intended recipient, you are heleby notified that any dissemination, distribution or copying of this communication is strictly prohibited. If you have received this communication in error, please notify us by return email or telephone immediately. Thank you. From: Rooks, Shari [mailto:SRooks @city.newport- beach.ca.us] Sent: Wednesday, November 26, 2008 7:46 AM To: Jennifer King Subject: RE: Surfside Restoration Insurance Thanks Jen, Am I safe to assume that Surfside has finally complied with all the City's insurance certificate requirements? I know you were waiting for something in writing from them that the CG2033 was in error - did they provide it to you in writing as you requested? If so, I think I just need the checklist with your approval and we're off and running! Thank you once again, Shari From: Jennifer King [mailto:JKing @bbsocal.com] Sent, Tuesday, November 25, 2008 5:14 PM To: Rooks, Shari; Farley, Lauren G!leck a Lie =c, ise or Home f ovement Sales✓tsao (F,15� k,, f d',f,t:t =... �.. r" 'l �r Department of Consumer Affairs w Contractors State Lig4ftAoard Contractor's License Detail - License # 711566 DISCLAIMER: A license status check provides information taken from the CSLB license database. Before relying on this information, you should be aware of the following limitations. >' CSLB complaint disclosure is restricted by law (B &P 7124.6). If this entity is subject to public complaint disclosure, a link for complaint disclosure will appear below. Click on the link or button to obtain complaint and /or legal action information. >> Per B &P 7071.17, only construction related civil judgments reported to the CSLB are disclosed. �> Arbitrations are not listed unless the contractor fails to comply with the terms of the arbitration. Due to workload, there may be relevant information that has not yet been entered onto the Board's license database. License Number: 711566 Extract Date: 09/18/2008 SURFSIDE RESTORATION & WATERPROOFING INC Business Information: P 0 BOX 352 HUNTINGTON BEACH, CA 92648 Business Phone Number: (714) 374 -7600 Entity: Corporation Issue Date: 08/23/1995 Expire Date: 08/31/2009 License Status: This license is current and active. All information below should be reviewed. CLASS DESCRIPTION D06 CONCRETE RELATED SERVICES Classifications: D38 SAND AND WATER BLASTING B GENERAL BUILDING CONTRACTOR CONTRACTOR'S BOND This license filed Contractor's Bond number 266625 in the amount of $12,500 with the bonding company AMERICAN CONTRACTORS INDEMNITY COMPANY. Effective Date: 01/01/2007 Contractor's Bonding History Bonding: BOND OF QUALIFYING INDIVIDUAL The Responsible Managing Officer (RMO) JOHN LESTER ELDER certified that he /she owns 10 percent or more of the voting stock/equity of the corporation. A 1, bond of qualifying individual is not required. Effective Date: 01/31/2001 13O1's Bonding History This license has worker : compensation lnsu. ante with the "IU Check a Licr-,.rtse or kgoryie I. gi , iion - coralj r oi- STATE COMPENSATION INSURANCE FUND Policy Number: 713-0023944 Workers' Compensation: Effective Date: 01/01/2008 Expire Date: 01/0112009 Workers' Compensation History Conditions of.Use I Privacy Policy Copyright @ 2008 State of California California Business Search • • Page 1 of 1 kccrctar% of State DEBI BONVEN DISCLAIMER: The information displayed here is current as of SEP 12, 2008 and is updated weekly. It is not a complete or certified record of the Corporation. Corporation SURFSIDE RESTORATION & WATERPROOFING, INC. Number: C1 91 4802 Date Filed: 10/17/1994 Status: active Jurisdiction: California Address PO BOX 352 HUNTINGTON BEACH, CA 92648 Agent for Service of Process JOHN L ELDER 737 LAKE ST HUNTINGTON BEACH, CA 92648 Blank fields indicate the information is not contained in the computer file. If the status of the corporation is "Surrender', the agent for service of process is automatically revoked. Please refer to California Corporations Code Section 2114 for information relating to service upon corporations that have surrendered. hftp: / /keple r. ss. ca. gov /co rpdata /S howAi I L ist ?Q ueryC orpN umber =C 1914802 &pri... 09/18/2008 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PROPOSAL BALBOA ISLANDS BULKHEAD AND SEAWALL REPAIRS CONTRACT NO. 3962 To the Honorable City Council City of Newport Beach 3300 Newport Boulevard Newport Beach, California 92663 [eiali, 41iia'ii The undersigned declares that he has carefully examined the location of the work, has read the Instructions to the Bidders, has examined the Plans and Special Provisions, and hereby proposes to furnish all materials except that material supplied by the City and shall perform all work required to complete Contract No. 3962 in accordance with the Plans and Special Provisions, and will take in full payment therefore the following unit prices for the work, complete in place, to wit: ITEM QUANTITY ITEM DESCRIPTION AND UNIT UNIT TOTAL AND UNIT PRICE WRITTEN IN WORDS PRICE PRICE Lump Sum Mobilization @Gy. �.•,,,,...� Dollars and 6•� Cents Per Lump Sum 2. Lump Sum Traffic Control @ k 06A tx- bu�,,.o Dollars and 0010% Cents Per LurPe Lur mp Sum 3. Lump Sum Best Management Practices T V,p1.0►LEn @►�,w,n°o `�''�" Dollars and Cents Per Lump Sum 0 0 PR2of3 ITEM QUANTITY ITEM DESCRIPTION AND UNIT UNIT TOTAL AND UNIT PRICE WRITTEN IN WORDS PRICE PRICE 4. 2,200 L.F. Crack Repair @ Dollars and �— Cents Per Linear Foot 5. 1,400 S.F. Spall Repair Ll%_j — Dollars Cents $�� $ ' Per Square Foot �rz'�) 6. 700 L.F. Joint Repair @ �..,,� ,, Dollars and Cents Per Linear Foot 7. 1,000 S.F. Shotcrete Repair i Dollars and Cents Per Square Foot 8. 10 EA Remove and Replace Pull Boxes @® Dollars and — Cents $ \�OcZ $ O 1 o�� Per Each 9. 40 EA Remove Abandoned Pull Boxes A. Dollars and Cents $ $ OOO Per Each 9 0 ITEM QUANTITY ITEM DESCRIPTION AND UNIT UNIT PR3of3 TOTAL AND UNIT PRICE WRITTEN IN WORDS PRICE PRICE 10. 1,700 L.F. Minor Crack Repair Dollars and kk Cents Per Linear Foot 11. Lump Sum As -Built Drawings @ CL� Dollars and O Cents Per Lurhp Sum TOTAL PRICE IN WRITTEN WORDS and DO oo Cents $- $3?� °hh it rte• rs Total Price (Figures) V \ \y'-ty ! ?, Date Bidder �tLI H :7(,cl) 37N —?tobl Bidder's Telephone and Fax Numbers `ty r�0� Bidder's License No(s). and Classification(s) i der's Authorized Signature and Title o N)y 3s1_ V� C. I n .k g, Bidder's Address Bidder's email address: SQ�{alSeku d27NCc,tl l'Zoke %ed, —r F, \Users \PBW\Shared \Contracts \FY 08- 09\Balboa Island Bulkhead Repairs \PROPOSAL C- 3962.doc CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TITLE: Balboa Islands Bulkhead and Seawall Repairs BID LOCATION: City Clerk's Office - City Hall CONTRACT NO.: 3962 DATE: 18- Sep-08 TIME: 10:00a.m. ENGINEER'S ESTIMATE: $559,500.00 BY: PT CHECKED: JJ DATE: 09118/2008 PRn.IRr1T t,AAAIArPR Peter Tauscher As Bid Total: 11-9G48 o 343,285.00 450,550.00 Engineers Estimate Engineer's Estimate Surfside Restoration Bielsk! Superior Gunite ITEM DESCRIPTION QUANTITY UNIT AMOUNT UNIT AMOUNT UNIT AMOUNT UNIT AMOUNT 1 Mobilization Traffic Control Best Management Practices Crack Repair Spall Repair _ Joint Repair Shotcrete Repair Remove and Replace Street Lighting Pull Boxes Remove Abandoned Pullboxes Minor Cracks Repair As -Built Plans _ 1 1 1 _ 2,200 1_,400 700 1,000 10 _ 40 _ 1,700 1 L.S. L.S. L.S. L.F. S.F. L.F. S.F. EA EA L.F. L.S. 15,000.00 5,000.00 2,000.00 80.00 80.00 30.00 80.00 400.00 2.00.00 80.00 500.00 15,000.00 5,000.00 5,000.00 4,695.00 4,695.00 27,000.00 27,000.00 2 3 4 5,000.00 3,000.00 3,000.00 8,720.00 8,720.00 8,000.00 8,000.00 2.000.00 2,700.00 2,700.00 800.00 800.00 8,500.00 8,500.00 176,000.00 12.00 26,400.00 11.14 24.508.00 13.00 28.600.00 5 112,000.00 37.42 52,388.00 133.94 187,516.00 75.00 105,000.00 6 21,000.00 7.00 4,900.00 8.49 5,943.00 15.00 10,500.00 7 80,000.00 38.00 38,000.00 47.80 47,800.00 195.00 195,000.00 8 4,000.00 1,000.00 10,000.00 2,345.00 23,450.00 735.00 7,350.00 9 1D 81000.00 450.00 18,000.00 538.00 21,520.00 365.00 14,600.00 136,000.00 19.41 32,997.00 7.97 13.549.00 25.00 42,500.00 11 i 500.00 3,000.00 00. 800.00 800.00 11.00 11.00 EE 559,500.00 4TH 538,300.00 5TH 575,910.00 EE 559,500.00 LOW 196,386.00 2ND 339,301.00 3RD 447,061.00 As Bid Total: 11-9G48 o 343,285.00 450,550.00 fW5erslpbMShared lcantracn00 -00MBID SUMMARY 091808 Page 1 • I Engineers Estimate Zondims Corporation Kitson Specialty Contracting Ace Resonation 8 Water r000fin TEP.S DESCRIPTION QUANTITY UNIT AMOUNT UNIT AMOUNT UNIT AMOUNT UNIT AMOUNT r 1 _ 2 __[Best o Y7 ` 8 Mobilization Traffic Control _ Management Practices Crack Repair all Repair .._._ _ Joint Repair Shotaete Repair 1 Remove and Replace Street Lighting Pull Boxes Remove Abandoned Pullboxes _ vllnor Cracks Repair _ _ As -Built Plans _ _t 1 _ _1 2,200 1,400_ 700 _ 1,000_ 10 40 1,70_0_ 1 L.S. L.S. L.S. L.F. S.F. L.F. S.F. EA EA L.F. L.S. 15,000.00 _ 5,000.00 2,000.00 _ 80.00 80.00 __ 30.00 80.00 _ 400.00 ___200.00 _ 80.00 500.00 15,000.00 1,000.00 1,000.00 16,000.00 16,000.00 36.200.00 36.200.00 5,000.00 100.00 100.00 23,000.00 23,OD0.00 33,000.00 33.000.00 2,000.00 100.00 100.00 26,500.00 26,500.00 176,000.00 45.00 99,000.00 31.60 59,520.00 37.00 81,400.00 112,000.00 200.00 280,000.00 192.00 268.800.00 134.00 187,600.00 21,000.00 50.00 35,000.00 19.70 13,790.00 59.25 41,475.00 80,000.00 50.00 50,000.00 74.00 74,000.00 102.00 102,000.00 4,000.00 350.00 3.500.001 1,072.00 10,720.00 1,920.001 19,200.00 ! 9 8,000.00 250.00 10,000.00 484.00 19,360.00 850.00 34,000.00 10 11 136,000.00 35.00 59,500.00 45.60 77,520.00 35.50 60,350.00 500.00 100.00 100.00 3,200.00 3,200.00 2,750.00 2,750.00 EE 559,500.00 4TH 538,300.00 5TH 575,910.00 6TH 624,475.00 fW5erslpbMShared lcantracn00 -00MBID SUMMARY 091808 Page 1 • I 0 0 1 1 1 1 1 1 2 2 2 2 2 2 2 3 3 3 3 3 PUBLIC WORKS DEPARTMENT INDEX FOR SPECIAL PROVISIONS BALBOA ISLANDS BULKHEAD AND SEAWALL REPAIRS CONTRACT NO. 3962 INTRODUCTION PART 1 -- GENERAL PROVISIONS SECTION 2 SCOPE AND CONTROL OF THE WORK 2 -6 WORK TO BE DONE SECTION 3 CHANGES IN WORK 3 -3 EXTRA WORK 3 -3.2 Payment 3 -3.2.3 Markup SECTION 4 CONTROL OF MATERIALS 4.1 MATERIALS AND WORKMANSHIP 4 -1.3 Inspection Requirements 4 -1.3.4 Inspection and Testing SECTION 5 UTILITIES 5 -1 LOCATION 5 -2 PROTECTION SECTION 6 PROSECUTION, PROGRESS AND ACCEPTANCE OF THE WORK 6 -1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF THE WORK 6 -7 TIME OF COMPLETION 6 -7.1 General 6 -7.2 Working Days 6 -7.4 Working Hours 1 1 1 1 1 1 2 2 2 2 2 2 2 3 3 3 3 3 6 -9 • LIQUIDATED DAMAGES 9 4 SECTION 7 RESPONSIBILITIES OF THE CONTRACTOR 4 7 -8 PROJECT SITE MAINTENANCE 4 7 -8.5 Temporary Light, Power and Water 4 7 -8.6 Water Pollution Control 5 7 -8.6.1 Best Management Practices and Monitoring Probram 5 7 -10 PUBLIC CONVENIENCE AND SAFETY 5 7 -10.1 Traffic and Access 5 7 -10.2 Storage of Equipment and Materials in Public Streets 6 7 -10.3 Street Closures, Detours, Barricades 6 7 -10.4 Public Safety 6 7- 10.4.1 Safety Orders 6 7 -10.5 "No Parking" Signs 7 7 -10.7 Notice to Residents and Temp Parking Permits 7 7 -15 CONTRACTOR LICENSES 7 7 -16 CONTRACTOR'S RECORDS /AS BUILT DRAWINGS 8 SECTION 9 MEASUREMENT AND PAYMENT 8 9 -3 PAYMENT 8 9 -3.1 General 8 9 -3.2 Partial and Final Payment 10 PART 2 - -- CONSTRUCTION MATERIALS SECTION 207 PIPE 14 207 -9.2 Ductile Iron Pipe for Water and Other Liquids 14 207 -9.2.3 Fittings 14 207 -9.2.4 Lining and Coating 14 207 -9.2.6 Polyethylene Encasement for External Corrosion Protection 15 PART 3 - -- CONSTRUCTION METHODS SECTION 201 CONCRETE, MORTAR AND RELATED MATERIALS 10 201 -1 PORTLAND CEMENT CONCRETE 10 201 -1.1.2 Concrete Specified by Class 10 201 -2 REINFORCEMENT FOR CONCRETE 10 201 -2.2.1 Reinforcing Steel 10 0 0 201 -7 NON - MASONRY GROUT 201 -7.2 Quick Setting Grout SECTION 209 ELECTRICAL COMPONENTS 209 -2 MATERIALS 209 -2.5 Pull Box SECTION 216 SPECIAL REPAIR MATERIALS 216 -1 GENERAL PART 3 - -- CONSTRUCTION METHODS SECTION 313 GENERAL 313 -1 GENERAL F :1User$\PBW\Shared\Contracts\FY 08- 091Balboa Island Bulkhead Repairs 07 -08 C- 39621SPECS INDEX C- 3962.doc 10 10 11 11 11 11 11 11 P CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 0 SP 1 OF 12 SPECIAL PROVISIONS -f t o BALBOA ISLANDS BULKHEAD AND SEAWALL REPAIRS CONTRACT NO. 3962 INTRODUCTION All work necessary for the completion of this contract shall be done in accordance with (1) these Special Provisions; (2) the Plans (Drawing No. H- 5167 -S); (3) the City's Standard Special Provisions and Standard Drawings for Public Works Construction, (2004 Edition), including Supplements; (4) Standard Specifications for Public Works Construction (2003 Edition), including supplements. Copies of the Standard Special Provisions and Standard Drawings may be purchased at the Public Works Department. Copies of the Standard Specifications may be purchased from Building News, Inc., 1612 South Clementine Street, Anaheim, CA 92802, 714 - 517 -0970. The following Special Provisions supplement or modify the Standard Specifications for Public Works Construction as referenced and stated hereinafter: PART 1 GENERAL PROVISIONS SECTION 2-- -SCOPE AND CONTROL OF THE WORK 2 -6 WORK TO BE DONE. Add to this section, "The work necessary for the completion of this contract consists of (1) distributing construction notices to affected businesses and residents; (2) repairing existing expansion joints, cracks, and spalls; (3) repairing and replacing shotcrete; (4) removing abandoned utility boxes; (5) other incidental items to be completed within the work areas as required by the Plans and Specifications." SECTION 3 - -- CHANGES IN WORK 3 -3 EXTRA WORK 3 -3.2 Payment 3 -3.2.3 Markup. Replace this section with, "(a) Work by Contractor. The following percentages shall be added to the Contractor's costs and shall constitute the markup for all overhead and profits: • SP2OF12 1) Labor ............. ............................... 20 2) Materials ........ ............................... 15 3) Equipment Rental ........................... 15 4) Other Items and Expenditures ........... 15 To the sum of the costs and markups provided for in this subsection, 1 percent shall be added for compensation for bonding. (b) Work by Subcontractor. When all or any part of the extra work is performed by a Subcontractor, the markup established in 3- 3.2.3(a) shall be applied to the Subcontractor's actual cost of such work. A markup of 10 percent on the first $5,000 of the subcontracted portion of the extra work and a markup of 5 percent on work added in excess of $5,000 of the subcontracted portion of the extra work may be added by the Contractor. SECTION 4- -- CONTROL OF MATERIALS 4 -1 MATERIALS AND WORKMANSHIP 4 -1.3 Inspection Requirements 4 -1.3.4 Inspection and Testing. All material and articles furnished by the Contractor shall be subject to rigid inspection, and no material or article shall be used in the work until it has been inspected and accepted by the Engineer. The Contractor shall furnish the Engineer full information as to the progress of the work in its various parts and shall give the Engineer timely (48 -hours minimum) notice of the Contractor's readiness for inspection. Submittals are required for all construction material. The Engineer shall select an independent testing laboratory and pay for all testing as specified in the various sections of the Standard Special Provisions and these Special Provisions. When, in the opinion of the Engineer, additional tests and retesting due to failed tests or inspections are required because of unsatisfactory results in the manner in which the Contractor executed the work, such tests and inspections shall be paid for by the Contractor. SECTION 5 - -- UTILITIES 5 -1 LOCATION. Add the following after the 3`d paragraph: "upon completion of the work or phase of work, the Contractor shall remove all USA utility markings." 5 -2 PROTECTION. Add the following: "In the event that an existing pull or meter box or cover is damaged by the Work and is not re- useable, the Contractor shall provide and install a new pull or meter box or cover of identical type and size at no additional cost to the City." SECTION 6 - -- PROSECUTION. PROGRESS AND ACCEPTANCE OF THE WORK SP3OF12 6 -1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK. Add to this section: "The time of completion as specified in Section 6 -7, shall commence on the date of the 'Notice to Proceed." No work shall begin until a "Notice to Proceed" has been issued, a pre- construction meeting has been conducted, and a schedule of work has been approved by the Engineer. The Contractor shall submit a construction schedule to the Engineer for approval a minimum of five working days prior to commencing any work. Schedule may be bar chart or CPM style. The Engineer will review the schedule and may require the Contractor to modify the schedule to conform to the requirements of the Contract Documents. If work falls behind the approved schedule, the Contractor shall be prohibited from starting additional work until Contractor has exerted extra effort to meet the original schedule and has demonstrated that the ability to maintain the approved schedule in the future. Such stoppages of work shall in no way relieve the Contractor from the overall time of completion requirement, nor shall it be construed as the basis for payment of extra work because additional personnel and equipment were required on the job." 6 -7 TIME OF COMPLETION 6 -7.1 General. Add to this section: "The Contractor shall complete all work under the Contract within 120 consecutive working days after the date on the Notice to Proceed. The City anticipates the work to start no later than November 1, 2008. The Contractor shall ensure the availability of all material prior to the start of work. Unavailability of material will not be sufficient reason to grant the Contractor an extension of time for 100 percent completion of work." 6 -7.2 Working Days. Revise 3) to read: "any City holiday, defined as January 151 t the third Monday in January (Martin Luther King Day), the third Monday in February (President's Day), the last Monday in May (Memorial Day), July 4th the first Monday in September (Labor Day), November 11th (Veterans Day), the fourth Thursday and Friday in November (Thanksgiving and Friday after), December 24th, (Christmas Eve — half day), December 25th (Christmas), and December 31St (New Year's Eve — half day). If January 1st, July 4th, November 11th or December 25th falls on a Sunday, the following Monday is a holiday." 6 -7.4 Working Hours. Normal working hours are limited to 7:30 a.m. to 5:00 p.m., Monday through Friday. However, requests may be made to the City to work alternative hours to take advantage of high and low tides events which may provide additional setting times for the repair materials. SP4OF12 The Contractor, subcontractors, suppliers, etc., shall not generate any noise at the work site, storage sites, staging areas, etc., before or after the normal working hours prescribed above. Should the Contractor elect to work outside normal working hours, Contractor must first obtain special permission from the Engineer. A request for working during any of these hours must be made at least 72 hours in advance of the desired time period. A separate request must be made for each work shift. The Engineer reserves the right to deny any or all such requests. If the work progress is deemed as satisfactory by the engineer, the engineer at his option may waive the $123.00 per hour supplemental inspection fee for approved after -hour work. 6 -9 LIQUIDATED DAMAGES. Revise sentence three to read: "For each consecutive calendar day after the time specified in Section 6 -7 -1 for completion of the work, the Contractor shall pay to the City or have withheld from moneys due it, the daily sum of $500.00. Revise paragraph two, sentence one, to read: "Execution of the Contract shall constitute agreement by the Agency and Contractor that $500.00 per day is the minimum value of the costs and actual damage caused by the failure of the Contractor to complete the Work within the allotted time. The intent of this section is to emphasize to the Contractor the importance of prosecuting the work in an orderly preplanned continuous sequence so as to minimize inconvenience to residences, businesses, vehicular and pedestrian traffic, and the public as a result of construction operations." SECTION 7 - -- RESPONSIBILITIES OF THE CONTRACTOR 7 -8 PROJECT SITE MAINTENANCE 7 -8.5 Temporary Light, Power and Water. Add to this section: "If the Contractor elects to use City water, he shall arrange for a meter and tender an $813 meter deposit with the City. Upon return of the meter to the City, the deposit will be returned to the Contractor, less a quantity charge for water usage and repair charges for damage to the meters." Water used during construction shall be paid for by the Contractor. This includes water for flushing and pressure testing water lines, compaction, irrigation during maintenance period for landscaping, etc." 7 -8.6 Water Pollution Control. Add to this section, "Surface runoff water, including all water used during sawcutting operations, containing mud, silt or other deleterious material due to the construction of this project shall be treated by filtration or retention in settling basin(s) sufficient to prevent such material from migrating into any catch basin, SP5OF12 Newport Harbor, the beach, or the ocean. The Contractor shall also comply with the Construction Runoff Guidance Manua( which is available for review at the Public Works Department or can be found on the City's website at http://www.citv.newport- beach.ca. us /pubworks /links. htm." 7 -8.6.1 Best Management Practices and Monitoring Program. The Contractor shall submit a Best Management Practice (BMP) plan for containing any wastewater or storm water runoff from the project site including, but not limited to the following: a. Provisions shall be implemented under the work along the waterside to collect fallen construction debris for disposal before such debris is "washed" away by the seawater. b. No placement of construction materials where they could enter storm drain system, which includes gutters that lead to catch basins. c. Checking construction vehicles for leaking fluids. d. Providing a controlled area for cleaning or rinse -down activities. e. Monitoring construction activities. f. Minimizing usage of water when saw- cutting and vacuum the residue. g. Providing measures to capture or vacuum -up water contaminated with construction debris. h. Removing any construction related debris on a daily basis. i. Protecting work areas from erosion. The BMP must be approved by the Engineer prior to any work. The City of Newport Beach will monitor the adjacent storm drains and streets for compliance. Failure of the Contractor to follow BMP will result in immediate cleanup by City and back - charging the Contractor for all costs plus 15 percent. The Contractor may also receive a separate Administrative Citation per Section 14.36.030A23 of the City's Municipal Code. 7 -10 PUBLIC CONVENIENCE AND SAFETY 7 -10.1 Traffic and Access. Add to this section: "The Contractor shall provide traffic control and access in accordance with Section 7 -10 of the Standard Specifications and the Work Area Traffic Control Handbook (WATCH), also published by Building News, Inc. Pedestrian access to all storefronts, offices, residences, etc., within the limits of work must be maintained at all times. The Contractor shall cooperate with the Engineer to provide advance notice to any and all establishments whose access will be impacted by construction operations. The Contractor shall furnish and install signage, barricades, delineators, yellow safety ribbon, and any other measures deemed necessary by the Engineer to safely direct the public around areas of construction, and into (and out of) the affected establishments. Such measures shall be shown on the Detailed Traffic Control Plans (see Section 7- 10.3)." SP6OF12 7 -10.2 Storage of Equipment and Materials in Public Streets. Delete the first paragraph and add the following: "Construction materials and equipment may only be stored in streets, roads, or sidewalk areas if approved by the Engineer. It is the Contractor's responsibility to obtain an area for the storage of equipment and materials. The Contractor shall obtain the Engineer's approval of a site for storage of equipment and materials prior to arranging for or delivering equipment and materials to the site. Prior to move -in, the Contractor shall take photos of the laydown area. The Contractor shall restore the laydown area to its pre - construction condition. The Engineer may require new base and pavement if the pavement condition has been compromised during construction." 7 -10.3 Street Closures, Detours and Barricades. Add to this section: "The Contractor shall submit to the Engineer - at least five working days prior to the pre - construction meeting — a typical traffic control plan for work. The Contractor shall be responsible for processing and obtaining approval of a traffic control plans from the City's Traffic Engineer. The Contractor shall adhere to the conditions of the traffic control plan. Traffic control plans shall conform to the provisions of the WORK AREA TRAFFIC CONTROL HANDBOOK (W.A.T.C.H), Latest Edition. Traffic control and detour plans shall meet the following requirements: 1. Emergency vehicle access shall be maintained at all times. 2. The locations and wordings of all barricades, signs, delineators, lights, warning devices, parking restrictions, and any other required details shall ensure that all pedestrians are handled in a safe manner with a minimum of inconvenience to the public. 3. All advanced warning sign installations shall be reflectorized and/or lighted. 4. No more than '' /a of the sidewalk width can be closed at one time.. 5. Contractor shall conduct his work in the manner that wheelchaired persons will be allowed to pass through the work site at any time. 6. Contractor shall conduct his work in a manner that will not encourage pedestrians to pass the work site by walking on top of the bulkhead coping. 7 -10.4 Safety 7- 10.4 -1 Safety Orders. Add to this section: "The Contractor shall be solely and completely responsible for conditions of the job -site, including safety of all persons and property during performance of the work, and the Contractor shall fully comply with all State, Federal and other laws, rules, regulations, and orders relating to the safety of the public and workers. The right of the Engineer or the City's Representative to conduct construction review or observation of the Contractor's performance shall not include review or observation of the adequacy of the Contractor's safety measures in, on, or near the construction site." SP7OF12 7 -10.5 "No Parking" Signs. The Contractor shall install, and maintain in place "NO PARKING -TOW AWAY" signs (even if streets have posted "NO PARKING" signs) which he shall post at least forty -eight hours in advance of the need for enforcement. The signs will be provided at no cost to the Contractor. However, the City reserves the right to charge $1.50 per sign following any excessive abuse or wastage of the signs by the Contractor. In addition, it shall be the Contractor's responsibility to notify the City's Police Department at (949) 644 -3717 for verification of posting at least forty -eight hours in advance of the need for enforcement. The signs shall (1) be made of white card stock; (2) have minimum dimensions of 12- inches wide and 18- inches high; and (3) be City of Newport Beach "Temporary Tow -Away, No Parking" signs available at the Public Works Department public counter. The Contractor shall print the hours and dates of parking restriction on the "NO PARKING -TOW AWAY" sign in 2 -inch high letters and numbers. A sample of the completed sign shall be reviewed and approved by the Engineer prior to posting. 7 -10.7 Notices to Businesses and Residents. Ten working days prior to starting work, the Contractor shall deliver a construction notice to businesses and residents within one block of the project perimeter limits describing the project and indicating the limits of construction. The City will provide the Notice. One week prior to the scheduled work, the Contractor shall deliver a notice to affected owners to relocate boats, or any water vessels, away from the construction area. The Contractor shall also display boat - relocation hanging flyers on gangways or platforms. The City will provide the Notice and Flyer. Forty -eight hours prior to the start of construction, the Contractor shall distribute to the businesses and residents a second written notice prepared by the City clearly indicating specific dates in the space provided on the notice when construction operations will start for each block or street, what disruptions may occur, and approximately when construction will be complete. An interruption of work at any location in excess of 14 calendar days shall require re- notification. The Contractor shall insert the applicable dates and times at the time the notices are distributed. The written notices will be prepared by the City, but shall be completed and distributed by the Contractor. Errors in distribution, false starts, acts of God, strikes or other alterations of the schedule will require Contractor re- notification using an explanatory letter furnished by the City. 7 -15 CONTRACTOR'S LICENSES. At the time of the award and until completion of work, the Contractor shall possess a C61 — Limited Specialty Classification License for Concrete Related Services (D06). At the start of work and until completion of work, the Contractor and all Sub - contractors shall possess a Business License issued by the City of Newport Beach. SP8OF12 7 -16 CONTRACTOR'S RECORDSIAS BUILT DRAWINGS. A stamped set of approved plans and specifications shall be on the job site at all times. In addition, the Contractor shall maintain "As- Built" drawings of all work as the job progresses. A separate set of drawings shall be maintained for this purpose. These drawings shall be up -to -date and reviewed by the Engineer at the time each progress bill is submitted. The "As- Built" plans shall be submitted and approved by the Engineer prior to final payment or release of any bonds. The Contractor shall maintain books, records, and documents in accord with generally accepted accounting principles and practices. These books, records, and documents shall be retained for at least three years after the date of completion of the project. During this time, the material shall be made available to the Engineer. Suitable facilities are to be provided for access, inspection, and copying of this material. SECTION 9 - -- MEASUREMENT AND PAYMENT 9 -3 PAYMENT 9 -3.1 General. Revise paragraph two to read: `The unit and lump sum prices bid for each item of work shown on the proposal shall include full compensation for furnishing the labor, materials, tools, and equipment and doing all the work, including restoring all existing improvements, to complete the item of work in place and no other compensation will be allowed thereafter. Payment for incidental items of work not separately listed shall be included in the prices shown for the other related items of work. The following items of work pertain to the bid items included within the Proposal: Item No. 1 Mobilization: Work under this item shall include providing bonds, insurance and financing, establishing a field office, preparing the BMP Plan and construction schedule, and all other related work as required by the Contract Documents. Item No. 2 Traffic Control: Work under this item shall include delivering all required notifications and temporary parking permits, post signs and all costs incurred notifying residents. In addition, this item includes preparing traffic control plans, providing the traffic control required by the project including, but not limited to signs, cones, barricades, etc. This item includes furnishing all labor, tools, equipment and materials necessary to comply with the W.A.T.C.H. Manual, latest edition, and City of Newport Beach Requirements. Item No. 3 Best Management Practices: Provisions should be set in place for collecting and disposing of fallen construction debris and to protect public and private properties to include, but not limited to, private and public docks, underground and aboveground utilities, boats, landscaping and the waterway. SP9OF12 Item No. 4 Crack Repair: Work under this item shall include the cost of all labor, equipment, removal and disposal of materials, and materials to perform the work per Contract Plans using specified Sika Corporation products. No substitutes will be allowed. The costs of incidental grout repairs of private utility seawall penetrations, if any, shall be included as a part of the unit bid price for this Item. Item No. 5 Spall Repair: Work under this item shall include the cost of all labor, equipment, removal and disposal of materials, and materials to perform the work per Contract Plans using specified Sika Corporation products. No substitution will be allowed. The costs of incidental grout repairs of private utility seawall penetrations, de- rusting rebars, installing new rebar when existing rebars have disappeared or their cross - sectional diameter has been reduced to less than one half of the original size shall be included as a part of the unit bid price for this Item. Item No. 6 Joint Repair: Work under this item shall include the cost of all labor, equipment, removal and disposal of materials, and materials to perform the work per Contract Plans using specified Sika Corporation products. No substitution will be allowed. The costs of incidental grout repairs of private utility seawall penetrations, if any, shall be included as a part of the unit bid price for this Item. Item No. 7 Shotcrete Repair: Work under this item shall include the cost of all labor, equipment, removal and disposal of materials, and materials to perform the work per Contract Plans using specified Sika Corporation products. No substitution will be allowed. The costs of incidental grout repairs of private utility seawall penetrations, if any, shall be included as a part of the unit bid price for this Item. Item No.8 Remove and Replace Street Lighting Pull Boxes: Work under this item shall include the cost of all labor, equipment, any electrical work, removal and disposal of materials, and materials to perform the work in place per City of Newport Beach Standards. Any trenching, jacking, backfilling, and replacing pavement in kind shall be included as part of the unit bid price for this item. Pull boxes shall be coated with sealer per attached Sika Corporation Specification. No substitution will be allowed. The costs of incidental grout repairs of private utility seawall penetrations, if any, shall be included as a part of the unit bid price for this Item. Location of pull boxes under this payment item shall be confirmed by the Utilities Department prior to start of work under this item. This item may be removed from the contract at the City's discretion and no compensation shall be made for bid items removed. Item No.9 Remove Abandoned Pull Boxes: Work under this item shall include the cost of all labor, equipment, removal and disposal of materials, and materials to perform the work to abandon electrical boxes located within the bulkhead copings. The cavity from which the abandoned pull box was removed from shall be backfilled with materials compatible with the surrounding bulkhead material. Any trenching, jacking, backfilling, and replacing pavement in kind shall be included as part of the unit bid price for this item. Location of pull boxes under this payment item shall be confirmed by the Utilities Department prior to start of work under this item. SP 10 OF 12 Item No. 10 Minor Crack Repair: Work under this item shall include the cost of all labor, equipment, removal and disposal of materials, and materials to perform the work per Contract Plans using specified Sika Corporation product. No substitution will be allowed. The costs of incidental grout repairs of private utility seawall penetrations, if any, shall be included as a part of the unit bid price for this Item. Item No. 11 Provide As -Built Drawings: Work under this item shall include all actions necessary to provide as -built drawings. The plans must be kept up to date and submitted to the engineer for review prior to monthly pay requests. j in et befmane : end lie. nd less thatl 9 -3.2 Partial and Final Payment. Add to this section: "Partial payments for mobilization and traffic control shall be made in accordance with Section 10264 of the California Public Contract Code." PART 2 CONSTRUCTION MATERIALS SECTION 201 - -- CONCRETE, MORTAR, AND RELATED MATERIALS 201 -1 PORTLAND CEMENT CONCRETE 201 -1.1.2 Concrete Specified by Class. Add to this section: 'Portland Cement concrete for construction shall be Class 560 -C- 3250." 201 -2 REINFORCEMENT FOR CONCRETE 201 -2.2.1 Reinforcing Steel. Add to this section: "Reinforcing steel shall be epoxy coated, Grade 60 steel conforming to ASTM A 615 with 2 -inch minimum cover unless shown otherwise on the plans." 201 -7 NON - MASONRY GROUT 201 -7.2 Quick Setting Grout. Add to this section: "The Contractor shall grout the area between an existing reinforced concrete structure and the new storm drain pipe with a quick setting grout." The material shall be non - shrink, non - metallic and electronic. r- r-I LJ F-1 SP 11 OF 12 SECTION 209 --- ELECTRICAL COMPONENTS 209 -2 Materials 209 -2.5 Pull Box. All replacement pull boxes used for this project shall be Eisel Enterprises #3 -1/2F. SECTION 216 - -- SPECIAL REPAIR MATERIALS 216 -1 GENERAL. All cracks, spalls, joints and shotcrete bulkhead repair shall be Sika Corporation and be utilized per the product specifications and manufacturer's instructions. The Sika products to be used for this project are a follows: 1. Sikagard 62 2. Sikadur 31 3. Sikadur 33 4. Sikadur 35 5. Sikadur 52 6. Sikagrout 212 7. Sikaflex -1 a 8. Sikaflex 2c NS 9. Sikatop 123 Plus 10. Sikatop 111 Plus 11. Sikament 100SC 12. Sikadur 32 Hi -Mod 13. Sika Armatec 110 Attached are the manufacturer's specification and instructions for reference. PART 3 CONSTRUCTION METHODS 313 -1 GENERAL. Add to this section, "The Bulkhead repair material shall be prepared and installed per the manufactures specifications, included but not limited to the following requirements: Crack Repair: 1. Cracks less than '' /2' shall have all dirt, oil grease and other bond inhibiting material removed by mechanical means. Construction surfaces shall be sufficiently roughed up prior to applying repair material. Setting port device over cracks, place Sikadur 31/33 over cracks and around each injection port at minimum of V wide by 1/4" thick. Allow sufficient time for epoxy resin adhesive cap seal to set before injecting. Once the cap is seal has cured, inject Sikadur 35/52 with steady pressure. SP 12 OF 12 2. Cracks greater than '/i' shall have all dirt, oil grease and other bond inhibiting material removed by mechanical means. Construction surfaces shall be sufficiently roughed up prior to applying repair material. Place grout in forms in normal to avoid air entrapment. Sikagrout 212 must be confined in either the horizontal or vertical direction leaving minimum exposed surface. After grout has achieved final set remove forms. Sikaflex -1A or Sikaflex-2C NS shall be used as sealant. Sealant depth should range from Y<" to 1/2" per Sika Corporation specifications. Spall Repair: 1. Moderate spalls shall have a minimum depth of 118" to maximum depth of 1 -1 /2 ". Repair areas must be clean, sound and free of contaminants, loose and deteriorated concrete shall be removed by mechanical means. Construction surfaces shall be sufficiently roughed up prior to applying repair material. Apply scrub coat to the substrate, filling all pores and voids. While scrub coat is still wet apply Sika 123 Plus. For applications greater than 1" in depth add 3/8" coarse aggregate. 2. Severe spalls shall have a minimum depth of 1 -1/2 °. Repair areas must be clean, sound, and free of contaminants, loose and deteriorated concrete shall be removed by mechanical means. Construction surfaces shall be sufficiently roughed up prior to applying repair material. Apply scrub coat to the substrate, filling all pores and voids while scrub coat is still wet apply Sikatop 111 Plus. Add 3/8" coarse aggregate. If repair area is too large to fill while scrub coat is still wet, use Sika Armatec 110 Epocem in lieu of the scrub coat. Joint Repair: Sealant repair shall be used where the existing sealant is cracked, split or missing. The old sealant shall be removed and the backing material between the joint surfaces shall be replaced as necessary. Construction surfaces shall be sufficiently roughed up prior to applying repair material. The new sealant shall be polyurethane based weather resistant sealant designed to water tight against a hydrostatic head pressure and flexible over the life of the bulkhead such as Sikagard 62 and Sikaflex- 2C NS. Shotcrete Repair: Shotcrete repair shall have a minimum depth of 1/8 ". Repair areas must be clean, sound, and free of contaminant, loose and deteriorated concrete shall be removed by mechanical means. Construction surfaces shall be sufficiently roughed up prior to applying repair material. Apply scrub coat to the substrate, filling all pores and voids, while scrub coat is still wet apply Sikatop 122/123 Plus. If repair area too large to fill while scrub coat is still wet, use Sika Armatec 110 Epocem in lieu of the scrub coat. Sika Armatec 110 Epocem should also be used as a bonding agent to existing shotcrete. For applications greater than 1" in depth add 3/8" coarse aggregate. 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II►:IHI:_a11 11 11 ill 1!iO1991' 11111 II Ir'd1111111 11 11 ;1 ii 101HU -9 -1 iiii it iiiiiiii:::_ Al i it ..IIIIIIri1111.• Ill[ " IIIIIII!iO1V' .1 II 'IIIIIrIp99 nr;,s,. 7111r:llllr• 111 11 41! 1.11119 A 1 �',' -II 1171 II 0 Product Data Sheet Edition 7.2008 Identification no. 601 Sikagard 62 Sikagard® 62 High - build, protective, solvent -free, colored epoxy coating resin. it produces a mgn -ouna, proteo- where to Use Use as a high build, corrosion- resistant, protective coating, as a protective lining for secondary containment _ structures or as a seamless flooring system. Advantages • Exceptional tensile strength. Color • Good chemical resistance for long -term protection. Mixing Ratio • Convenient A:B = 1:1 mixing ratio. • Easy, paint -like viscosity. • Available in 3 standard colors : gray, red, and tan. Special color matches available upon request. • Excellent bonding to all common structural substrates. • Super abrasion resistance for long -term wear. • Sikagard 62 gray, after cure. Is approved for mrr act with potable water, • Material is USDA certifiable. _ Covrage e - Approximately 150 -250 sq. ft. /gal. depending on condition of substrate. Packaging 4 gal. units; 1 qt. units, 12lcase. How to Use Surface Preparation Surface must be clean and sound. It may be dry or damp, but free of standing water. Remove dust, laitance, grease, curing compounds, impregnations, waxes and any other contammarrs. Preparation Work: Concrete - Should be cleaned and prepared to achieve a laitance and contaminant free, open textured surface by blastcleaning or equivalent mechanical means. Steel - Should be cleaned and prepared thoroughly by blaslcleaning. Mixing Pre-mix each component. Proportion equal parts by volume of Components'A and'B' info a dean mixing container. Mix with a low -speed (400 -600 rpm) drill using a Sika paddle for 3 minutes, until uniform in color. Application Apply coating using high - quality roller, brush or spray. Two coats are recommended. Apply second coat as soon as the first coat is tack -free and the traffic of application will not damage the first coat. The Typical Data (Material and curing conditions @ 737 (23 °C) and 501 R.H.) Shell Life 2 years in original, unopened containers. Storage Conditions Store dry at 40 ° -95 °F (4 °- 35 °C). Condition material to 65 °46 °F (18 ° -24 °C) before using. Color Gray, red, tan. Mixing Ratio Component'R : Component'B'=1:1 by volume. Viscosity (Mixed) Approximately 3,500 cps. Pot Life Approximately 35 to 40 minutes. (60 gram mass). Tack -Free Time Approximately 4 hours. Open Time Light foot traffic: 5 -7 hours. Rubber -wheel traffic: 8 -10 hours. Immersion and Chemical Exposure Minimum cure: 3 days Tensile Properties (ASTM D-638) 14 day Tensile Strength 5,400 psi (37.3 MPa) Elongation at Break 2.7 % Abrasion (ASTM D -1044) (Taber Abrader) 7 day Weight loss, 1,000 cycles (H -22 wheel, 1,000 gm weight) 0.61 gm Abrasion Resistance (ASTM D -968) 14 day Abrasion Coefficient 51 liters/mil. Adhesion (ASTM D -3359) 1 day Adhesion Classification 4A Water Absorption (ASTM D-570) 7 day (24 hour immersion) 0.1% A240 e J Chemical Resistance Specimen: Two Coats - 10 mils Total Cured 10 days Substrate: asbestos cement A Resistant in permanent contact B Temporary resistance C' Destroyed D Discolored KEEP All information o and All: LIMITED WARRANTY: Chemical 0 • second coat, however, must be applied within 48 hours since a longer delay will require additional surface preparation. Do not spray with slip resistant granules mixed into the coating. For use as a seamless flooring system, consult Technical Service. urnitatioras • Minimum substrate and ambient temperature for application 50 °F(10°C). 1 Month • Do not apply over wet, glistening surface. 6 Months • Material is a vapor barrier after core. Water • Do not apply to porous surfaces exhibiting moisture -vapor transmission during the application. Consuft Technical A A A Service. A A A • Minimum age of concrete prior to application is 21 -28 days, depending on wring and drying conditions. A A A, D • Do not apply to extedor, on -grade substrates. 75 °F (24 -F) 100-F (38-C) • Use ovendded aggregate only. A A • Do not thin with solvents. A A • Not an aesthetic product. Color may after due to variations in lighting and/or UV exposure. Sodium Hydroxide 30% • On 'green or'damp' concrete. EpoCem can be used as a pore filler to reduce vapor drive and potential osmotic A blistering. .. Caution .__ ------------- ..__ —_.. .... _..._ Component 'A'- Irritant; Sensitizer- Contains epoxy resin. Can cause sensitization after prolonged or repeated contact. A Skin and eye irritant. Vapors may cause respiratory irritation. Use only with adequate ventilation. Use of safety goggles 75 °F (24 °C) and chemical resistant gloves is recommended. In case of high vapor concentrations, use an appropriate NIOSH approved A respirator. Remove contaminated clothing, A Component'B' -Sensitizer- Contains amines. Contact with eyes or skin may muse severe burns. Can cause sensitiza. Detergent Solution S% Alm) tion after prolonged or repeated contact. Skin and eye irritant. Vapors may muse respiratory irritation. Use only with ad- A A equate ventilation. Use of safety goggles and chemical resistant gloves is recommended. In case of high vapor concentra. A A tions, use an appropriate NIOSH approved respirator. Remove contaminated clothing. Flfst Aid Eyes: Fold eyelids span and flush thoroughly with water for 15 minutes. Skin: Remove contaminated dothing. Wash skin 75 °F (24 °C) thoroughly for 15 minutes with soap and water. Inhalation: Remove person to fresh air. Ingestion: Do not induce vomiting. A In all cases, contact a physician immediately If symptoms persist. Clean Up Ventilate area. Confine spill. Coiled with absorbent material. Dispose of in accordance with current, applicable local, state Sugudc Acid 10% and federal regulations. Uncured material can be removed with approved solvent. Cured material can only be removed Chemical Resistance Specimen: Two Coats - 10 mils Total Cured 10 days Substrate: asbestos cement A Resistant in permanent contact B Temporary resistance C' Destroyed D Discolored KEEP All information o and All: LIMITED WARRANTY: Chemical Tesl Temp. Storage Time and Evaluation 1 y 1 Month 2 Months 6 Months 12 Months Water 75 °F (24 °C) 100 °F (38 °C) W-F (80 °C) A A A A A A A A A A A A, D A A A, D Sodium Chloride Solution (Saturated) 75 °F (24 -F) 100-F (38-C) A A A A A A A A A A Sodium Hydroxide 30% 75 °F (24 °C) A A A A A Cement Water (Saturated) 75 °F (24 °C) A A A A A Detergent Solution S% Alm) 75 °F (24 °C) 140 °F (60 -C) A A A A A A A A, D A A, D Hydrochloric Acid 10% 75 °F (24 °C) A A A A A Sugudc Acid 10% 75 °F (24 °C) A A A B B Oxalic Acid 10% 75 °F (24 °C) A A, D A, D A, D A, D Cftric Acid 10% 75 °F (24 °C) A A. D A, D A, D A, D Fuel Oil (Home Healing) 75 °F (24 °C) A A A A A, D Gasoline (Unleaded) 75 °F (24 °C) A A A A A, D Iso -Odane 75 °F (24 °C) A A A A A. D Taluol 75-F (24-C) A A A A A. D Silage 75°F (24 °C) A A A. D A. D B, D Synthegc Silage 75 °F (24 °C) A A B. D B, D B, D Ethyl Alcohol 75 °F (24°C) A C - - - KEEPOnTOF user •FOR its products or by calling I cord.- .Once, advice current Technical Dana Sheet, product label and Material Safely Data Shed priorto product use. for one year from date of installation to be free from manufacturing defects and to meet lore Sheet if used as directed within she0 life. Use, determines suitability of product for intended Visit our webslte at www.sikaconstruction.com 1-500. 933 -15IKA NATIONWIDE Regional Information and Sales Camara. For Me location of your restrain Sika setae office, contact your regional center. 3ika Corporation 601 Canada Inc. Srka B.A. de C.V. aB51� 201 Polito Avenue 801 Delmar Avenue tern Libre Cameras LibreColaya 8.5 j�Q\ Lyndhurst, N9 Pointe Claire Industrial 8alva era 3-7452 3-745 Quebec HER 4A9 Corn Queretaro CR Q Queretaro MW Fax: 201- 933 -8225 FaPhone: - 933 - Phone 76920 20 rsowke:mds 1 - 694 - 2-2610 Fax: 514694 -2]92 Phone Phone: 52 442 2385800 Si" and akaga,d are registered trademarks. Fax: 52 442 2250537 Made in USA. Printed in Cattle 0 Part 1 - General 1.01 Summary DIVISION 9 - FINISHES Section 09900 Coatings 0 Spec Component SC-054 -0500 Sikagard 62 A. This specification describes the coating of substrates with a vapor - barrier, solvent -free, protective, dampproofing, waterproofing, moisture - insensitive, epoxy resin coating. 1.02 Quality Assurance A. Manufacturing qualifications: The manufacturer of the specified product shall be ISO 9001 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 received 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 Jab 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 material. 1.05 Submittals 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 five (5) years, beginning with date of substantial completion of the project. • Part 2 - Products 2.01 Manufacturer A. Sikagard 62, as manufactured by Sika Corporation, 1682 Marion Williamsport Road, Marion, Ohio, 43302 is considered to conform to the requirements of this specification. 2.02 Materials A. Epoxy resin coating 1. Component A shall be a epoxy resin of diglycidilether of hisphenol A containing suitable viscosity control agents. It shall not contain butyl glycidyl ether. I. Component B shall be primarily a reaction product of a selected amine blend with an epoxy resin of the epichlorohydrin bisphenol A type containing suitable viscosity control agents, pigments, and accelerators. 2. The ratio of Component A: Component B shall be I:1 by volume B. Granules for slip- resistance shall be supplied by the manufacturer of the specified product and shall be able to be mixed into the coating and shall not settle during application. 2.03 Performance Criteria A. Typical Properties of the mixed epoxy resin coating: I. Application Life: Approximately 20 -25 minutes 2. Tack FreeTime: Approximately 4 hours 3. Color: red, grey, tan 4. Solids: 100% VOC g/I : 0.00 Max. 5. Immersion & Chemical Exposure: min. Cure 3 Days B. Typical Properties of the cured epoxy resin coating 1. Water Absorption (ASTM D -570) at 7days: 1.0% max. (2 hour boil) 2. Elongation (ASTM D -522) at 14 days: 5% min. 3. Abrasion Resistance (ASTM D -968) at 14 days: 51 liters/mil 4. Adhesion classification (ASTM 3359) at 14 days: 4A min. 5. Abrasion (Taber Abrader) at 7 days: Weight loss: 0.65 gm. max. (H -22 wheel; 1000 gm weight; 1000 cycles) 6. Tensile Properties (ASTM D -638) at 14 days: Tensile Strength 6400 psi (44.1 Mpa) / Elongation at Break 2.7% 7. Bond Strength (ASTM C -882) Hardened Concrete to Hardened Concrete a. 2 Day (dry cure): 2000 psi min. b. 14 Day (moist cure): 1500 psi min. 8. The coating shall have United States Department of Agriculture approval. Note: Tests above were performed with the material and curing conditions Q 71 °F— 75 °F and 45-55% relative humidity. 0 Part 3 — Execution 3.01 Surface Preparation A. Substrate must be clean, sound, and free of surface contaminants. Remove dust, laitance, grease, oils, curing compounds, form release agents and all foreign particles by mechanical means. Substrate shall be in accordance with ICRI Guideline No. 03732 for coatings. 3.02 Mixing and Application A. Mixing: Premix each component. Proportion equal parts by volume of Component A and Component B into a clean, dry mixing pail. Mix throughly for 3 minutes min. with ajiffy paddle on a low -speed (400 -600 rpm) drill. Mix only that quantity of material that can be used within its pot life (35 minutes at 7317). To minimize color difference, blend two complete Components B's together. Use only one of the blended Component B's to mix with a Component A. After the first Component B has been used, blend the second Component B with a new Component B and repeat the above procedeure for the entire application. B. Placement Procedure: The epoxy resin coating shall be applied only to approved, prepared surfaces with high - quality brushes, rollers, or spray equipment. Coating shall be applied at ambient and substrate temperatures between 50 and 90F. Application thickness shall be between 4 -7 mils per coat. Subsequent coats shall be applied within 48 hours of the previous coat. Care is to be taken on vertical and overhead surfaces to avoid sags or runs. If this occurs, it must be sanded out and the area re-coated. If coating of horizontal surfaces that will receive traffic is specified, a slip - resistant aggregate, Sikagard 62 Granules, shall be incorporated into the mixed epoxy resin coating at 1/2 lb./gallon or as directed by the engineer. C. When applying the coating, if possible never stop the application until the entire surface has been coated. If possible always discontinue at an edge, corner, or joint. Never let a previously coated film dry. Always coat into wet film. Always apply the coaling at a 45° angle to an edge, corner, or joint. E. Adhere to all limitations and cautions for the epoxy resin as stated in the manufacturers printed literature. 3.03 Cleaning A. The uncured epoxy resin coating can be cleaned from tools with an approved solvent. The cured epoxy resin coating can only be removed mechanically. B. Leave finished work and work area in a neat, clean condition without evidence of spillovers onto adjacent areas. 0 0 SC -054 Sikagard 62 Coating 1. Apply Sikagard 62 with high quality brushes or rollers. Care should be taken to avoid sags or runs. 2. When applying the coating, never stop the application until the entire surface has been coated. 3. Subsequent coats shall be applied within 48 hours of the previous coat. 4. For a slip - resistant surface, aggregate shall be incorporated into the mixed epoxy resin coating at a'' /z lb. /gal. Note: When applying Sikagard 62 always end at an edge, comer or joint. Do not apply 62 directly over joint filler. Concrete Restoration Systems by Sika Corporation, 201 Polito Avenue, Lyndhurst, NJ 07071 a � Product Data Sheet Edition 7.1.2008 Identification no. 397 Sikadur 33 Sikadur�' 33 High - modulus, high- strength, structural, very rapid- curing epoxy, smooth -paste adhesive Description Where to Use Advantages Sikadur 33 is a 2- component, 100% solids, moisture - tolerant, high- modulus, high - strength, struc- tural, smooth -paste epoxy adhesive. It conforms to the current ASTM C -881 and AASHTO M -235 specifications, except for gel time. n Use to seal cracks and to secure injection ports in structural concrete and wood trusses prior to pressure - injection grouting. _ • New smooth -paste consistency for vertical, horizontal and overhead crack sealing. • Very rapid curing, even in thin film, for faster pressure - injection grouting. • Injection may proceed as soon as 1 hour after application. Typical Data (Material and curing conditions @ 73'F (23 °C) and 50'/ R.H.) Shelf Life 2 years in original, unopened containers. Storage Conditions Store dry at 40 ° -95'F (4'- 35 °C). Condition material to 66' -75 -F (18' -24 °C) before using. Color Concrete gray. Mixing Ratio Component 'A: Component'B' = 1:1 by volume. Consistency Smooth -paste adhesive. Pot Life Approximately 15 minutes. (60 gram mass) Tack -Free Time 40'F (4 °C)' 73 -F (23 °Cr 90'F (32 -cr 1.5 -1.75 hr 25 -30 min 20 -25 min Tensile Properties (ASTM D-638) 1 day Tensile Strength 3,300 psi (22.7 MPa) Elongation at Break 0.2% Modulus of Elasticity 8.3 X 105 psi (5,700 MPa) Flexural Properties (ASTM D -790) 1 day Flexural Strength (Modulus of Rupture) 4,800 psi (33.1 MPa) Tangent Modulus of Elasticity in Bending 1.2 X 105 psi (8,300 MPa) Shear Properties (ASTM 0.732) 1 day Shear Strength 2,200 psi (15.2 MPa) Heat Deflection Temperature (ASTM D-648) 1 day 120'F (49 °C) [fiber stress loading = 264 psi (1.8 MPa)] Bond Strength (ASTM C -882): Hardened Concrete to Hardened Concrete 2 day (dry cure) 3,000 psi (20.6 MPa) Water Absorption (ASTM D -570) 7 day (24 hour immersion) 0.36% Compressive Properties (ASTM D -695) Compressive Strength, psi (MPa) C20 40 -F (4 °C)' 73 °F (23 °C)' 90 -F (32 °C)' 1 hour 30 (0.20) 5,600 (38.6) 4,600 (31.7) 2 hour 1,800 (12.4) 6,700 (46.2) 5,600 (38.6) 4 hour 3,500 (24.1) 7,800 (53.7) 5,700 (39.3) 8 hour 6,300 (43.4) 8,200 (56.5) 6,600 (45.5) 16 hour 6,900 (47.5) 8,500 (58.6) 7,100 (48.9) 1 day 7,400 (51) 8,600 (59.3) 7,300 (50.3) 3 day 7,900 (54.4) 9,000 (62) 7,600 (52.4) 7 day 8,300 (57.2) 9,200 (63.4) 7,800 (53.7) 14 day 8,500 (58.6) 9,200 (63.4) 8,100 (55.8) 28 day 8,600 (59.3) 9,400 (64.8) 8,300 (57.2) Compressive Modulus 28 day 9.6 X 1W psi (6,600 MPa) ' Metenel wmd and tested et Vie temWMMS indicated C20 0 0 • Convenient easy mix ratio A:B = 1:1 by volume. • Tolerant of moisture before, during and after cure. • High - modulus, high - strength, rapid curing smooth -paste adhesive. • Excellent adhesion to masonry, concrete, wood, steel and most structural materials. Coverage 1 gal. yields 231 cu, in. of paste adhesive. Packaging 2 gal. unit Surface Preparation Surface must be clean and sound. It may be dry or damp, but free of standing water. Remove dust, laitance, grease, curing compounds, impregnations, waxes and any other contaminants. Preparation Work: Concrete - Should be cleaned and prepared to achieve a laitance and con- taminant free, open textured surface by blast cleaning or equivalent mechanical means. Steel - Should be cleaned and prepared thoroughly by blast cleaning. hUxing Pre-mix each component. Proportion equal parts by volume of Component'B' and Component 'A into a clean pail. Mix thoroughly for 3 minutes with Silks paddle on low -speed (400 -600 rpm) _ drill until uniform in color. Mix only that quantity that can used within its pot life. Application To seal injection ports and cracks for injection grouting - Place the neat mired material over the cracks to be pressure- injected and around each injection port. Allow sufficient time to set before pressure - injecting. Use Sikadur 35, Hi -Mod LV, or Sikadur 52 for the low- viscosity injection adhesive. Consult techni- cal data sheets on these products for more information. For additional information on pressure - injection grouting, contact Technical Services at 800 -933 -7452. Limitations • Minimum substrate and ambient temperature 40 °F (4 °C). • Do not thin. Addition of solvents will prevent proper cure. • Material is a vapor barrier after cure. • Not for sealing cracks under hydrostatic pressure at the time of application. • Not an aesthetic product. Color may after due to variations in lighting and /or UV exposure. Warning Component'A'- IRRITANT, SENSITIZER - Contains epoxy resin neopentyl glycol diglycidyl ether. May cause skin sensitization after prolonged or repeated contact. Eye irritant. May cause skin /respiratory irritation. Harmful if swallowed. Component'B' - CORROSIVE; SENSITIZER - Contains amines. Contact with eyes or skin causes severe bums. May cause skin sensitization after prolonged or repeated contact. Skin /eye/ respiratory irritant. Harmful if swallowed. Deliberate concentration of vapors of Component A or B for purposes of inhalation is harmful and can be fatal. First Aid Eyes: Hold eyelids apart and flush thoroughly with water for 15 minutes, Skin: Remove contami- nated clothing. Wash skin thoroughly for 15 minutes with soap and water. Inhalation: Remove person to fresh air. Ingestion: Do not induce vomiting. In all cases, contact a physician imme- Clean Up Wear chemical resistant gloves /goggles/clothing. Ventilate area. In absence of adequate general and local exhaust ventilation, use a properly filled NIOSH respirator. Confine spill. Collect with absorbent material. Dispose of in accordance with current, applicable local, state, and federal regulations. Uncured material can be removed with approved solvent. Strictly follow manufac- turer's warnings and instructions for use. Cured material can only be removed mechanically. Handling & Storage Avoid direct contact with skin and eyes. Wear chemical resistant gloves/goggles/clothing. Use only with adequate ventilation. In absence of adequate general and local exhaust ventilation, use a properly filled NIOSH respirator. Wash thoroughly after handling product. Launder clothing before reuse. Store in a cool dry well ventilated area. LIMITED WARRANTY: Sika warrants this Product for one year from date of installation to be free from manufacturing defects and to meet the technical prapedies on the anent Technical Data Sheet d used as directed within shelf life. User determines salaGlity at product for intended use and assumes all risks Ruvefs time remew shall be limited to the m roms. Dries or reemoament m oroduct eimlueive ,x mixx or coat of labor visit our vel,sib& at wwwsikaconstruction.com 1400.9334IKA NATIONWIDE Regional Information and sales Canters. For the location of your nearest Sika sales office, carkact your regional center. Sika Corporation I Sika Canada sloa x sake Maxicare C.V. aB�l� Sot Polito Avenue Avenue 601 Delmar Avenue Cametera Celaym Libre Celaya Km. 8.5 /_,,�_I& Lyndhurst. NJ 07071 Pointe Claire Fracc. Industrial 9alvaners . Phone: 800-933 -7452 Quebec H9R 4A9 Coregidom. Queretaro Fax: 201- 933 -6225 Phone: 514697 -2610 C.P. 76920 nuses.mdd ' Fax 514- 6942792 Phone: 52 442 2385800 Ska and Sikadur are mgmdered trademarks. Fax 52 442 2250537 Made In U8A Printed N Castle. - CONCRETE Spec Component SC 021 -1102 RESTORATION SYSTEMS DIVISION 3- CONCRETE Section 03930 Concrete Rehabilitation Epoxy- Injected Crack Repair Part 1 - General 1.01 Summary A. This specification describes the pressure injection of cracks with an epoxy resin adhesive. 1.02 Quality Assurance A. Manufacturing qualifications: The manufacturer of the specified product shall be ISO 9001/9002 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 received product training by a manufacturer's representative. C. Install materials in accordance with all safety and weather conditions required by the 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 product. 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 five (5) years, beginning with date of substantial completion of the project. 0 Part 2 - Products 2.01 Manufacturers 0 A. Sikadur 52, as manufactured by Sika Corporation, 1682 Marion Williamsport Road, Marion, Ohio 43302 is considered to conform to the requirements of this specification. B. Sikadur 33 as manufactured by Sika Corporation, 1682 Marion Williamsport Road, Marion, Ohio 43302 is considered to conform to the requirements of this specification 2.02 Materials A. Epoxy resin adhesive for pressure injection of cracks shall be Sikadur 52: 1. Component "A" shall be a modified epoxy resin of the diglycidiether bisphenol A Type containing suitable viscosity control agents. It shall not contain butyl glycidyl ether. 2. Component 'B" shall be primarily a reaction product of a selected amine blend with an epoxy resin of the diglycidiether bisphenot A Type containing suitable viscosity control agents, pigments, and accelerators. 3. The ratio of component A: componet B shall be 2:1 by volume 4. The material shall not contain asbestos. B. Epoxy resin adhesive for sealing of cracks & porting devices shall be Sikadur 33: I. Component "A" shall be a modified epoxy resin of the diglycidiether bisphenol A Type containing suitable viscosity control agents. It shall not contain butyl glycidyl ether. 2. Component `B" shall be primarily a reaction product of a selected amine blend with an epoxy resin of the diglycidiether bisphenol A Type containing suitable viscosity control agents, pigments, and accelerators. 3. The ratio of component A: componet B shall be 1:1 by volume 4. The material shall not contain asbestos. C. Porting devices as required for either manual or automated application. Porting devices for automated application shall be supplied from maufacturer of the pressure injection equipment. 2.03 Performance Criteria A. Properties of the mixed epoxy resin adhesive used for the pressure injection grouting:: 1. Pot Life: min. 25 minutes (60 gram mass) @ 73° F 2. Tack- FreeTime: 90T (32 °C) 1.5 to 2 hours 75°F (24°C) 3 to 3.5 hours 40°F (5 °C) 14 -16 hours 3. Viscosity: Approx. 200 cps. 4. Color: Clear, pale yellow B. Properties of the cured epoxy resin adhesive used for pressure injection grout: 1. Compressive Strength (ASTM D -695) min. a 3 day: 10000 psi (68.9 MPa) b. 7 day: 11000 psi (75.8 MPa) c. 28 day: 12000 psi (82.7 MPa) Compressive Modulus, psi: min. a. 7 day 3.5 x 10' psi (2400 Mpa) 2. Shear Strength (ASTM D -732) a. 14 day: 4300 psi (29.6 MPa) 3. Flexural Strength (ASTM D -790) min. a. 14 day: 5400 psi (37.2 MPa) 0 0 Tangent Modulus of Elasticity in Bending. min. b. 14 day: 3.8 x l0' psi (2600 Mpa) 4. Bond Strength (ASTM C -882) 14 days (moist cure) min. a. Hardened Concrete to Hardened Concrete 2200 psi (15 Mpa) 5. Water Absorption (ASTM D -570) max. a. 24 hour 1.50% 6. Tensile Properties (ASTM D- 638).min. a. 7 day Tensile Strength 7900 psi (54 Mpa) Elongation at Break 3.1% b. 14 day Modulus of Elasticity 2.0 x 105 psi (1400 Mpa) B. Properties of the mixed epoxy resin adhesive used for sealing of cracks & porting devices:: 1. Pot Life: min. 15 minutes (60 gram mass) @ 73° F 2. Tack- FreeTime: 75 °F (24 °C) 30 min to 1 hour OF (5 °C) 1.5 -3 hours 3. Consistency: Non -Sag smooth paste 4. Color: Concrete Gray B. Properties of the cured epoxy resin adhesive used for sealing of cracks & porting devices: 1. Compressive Strength (ASTM D -695) min. @ 73F a 1 hr: 5000 psi (34.8 MPa) b. 1 day: 8000 psi (55.1 MPa) c. 28 day: 9000 psi (62.0 MPa) Compressive Modulus, psi: min. a. 7 day 9.6 x 105 psi ( Mpa) 2. Shear Strength (ASTM D -732) a. 14 day: 2200 psi (15.1 MPa) 3. Flexural Strength (ASTM D -790) min. 14 day: 4800 psi (33.1 MPa) Tangent Modulus of Elasticity in Bending min. b. 14 day: 1.2x 10'psi 4. Bond Strength (ASTM C -882) 14 day (moist cure) min. a. Hardened Concrete to Hardened Concrete 3000 psi (20.6 Mpa) 5. Water Absorption (ASTM D -570) max. a. 24 hour 0.80% 6. Tensile Properties (ASTM D -638) min. a. 7 day Tensile Strength 3300 psi (22.7 Mpa) Elongation at Break 0.2% b. 14 day Modulus of Elasticity 8.3 x 10'psi (2800 Mpa) Note: Tests above were performed with material & curing conditions at 73F & 45 -55% relative humidity. 0 0 Part 3 - Execution 3.01 Mixing and Application A. Mixing the epoxy resin adhesive for sealing the cracks & porting devices: Premix each component. Proportion one parts by volume of Component "A" to one part Component "B" into a clean, dry mixing pail. Mix thoroughly for 3 minutes with a jiffy paddle on a low -speed (400 -600 rpm) drill. Mix only that quantity of material that can be used within its potlife (25 -35 minutes 73F). B. Mixing of the epoxy resin adhesive used for the pressure injection grouting: 1. Manual: Premix each component. Proportion two parts by volume of Component "A" to one part Component `B" into a clean, dry mixing pail. Mix thoroughly for 3 minutes with ajiffy paddle on a low -speed (400 -600 rpm) drill. Mix only that quantity of material that can be used within its potlife (20 -30 minutes 73F). C. Placement procedure: The epoxy resin adhesive for sealing the cracks & porting device: Set the porting devices as required by the epuipment manufacturer. Spacing of the porting devices shall be accomplished as required to achieve the travel of the epoxy resin for the pressure injection grouting between ports and fill the cracks to the maximum. On structures open on both sides, provide porting devices on opposite sides at staggered elevations. Apply the mixed epoxy resin adhesive for sealing over cracks and around each porting device to provide an adequate seal to prevent the escape of the epoxy resin adhesive for the injection grouting. Where required by the Engineer, apply the epoxy resin adhesive for sealing in such a manner that minimal defacing or discoloration of the substrate shall result. 2. The epoxy resin adhesive for the pressure injection grouting: Manual: Load the mixed epoxy resin adhesive for grouting into a disposable caulking cartridge or bulk - loading caulking gun. Inject the prepared cracks with a consant pressure in order to achieve maximum filling & penetration without the inclusion of air pockets or voids in the epoxy resin adhesive. Begin the pressure injection at the widest part of the crack being injected and continue until there is the appearance of epoxy resin adhesive at an adjacent port, thus indicating travel. When travel is indicated, the decision to discontinue or continue the pressure injection from that port should be made by the Contractor based on his experience, with the approval of the Engineer. Continue procedure until pressure injectable cracks have been filled. Automated: Dispense the epoxy resin adhesive for grouting under constant pressure in accordance with procedures recommended by the equipment manufacturerer as required to achieve maximum filling and penetration of the prepared cracks without the inclusion of air pockets or voids in the epoxy resin adhesive. The pressure injection of single or multiple ports, by use of a manifold system, is possible. This decision should be made by the Contractor, with the approval of the Engineer. Continue the approved procedure until all pressure injectable cracks have been filled. D. If penetration of any cracks is impossible, consult the Engineer before discontinuing the injection procedure. If modification of the proposed procedure is required to fill the cracks, submit said modification in writing to the Engineer for acceptance prior to proceeding. E Adhere to all limitations and cautions for the epoxy resin adhesive in the manufacturers current printed literature. 3.02 Cleaning A. After the epoxy resin adhesive for grouting has cured, the epoxy resin adhesive for sealing cracks and porting devices shall be removed as required by the Engineer. Clean the substrate in a manner to produce a finish appearance acceptable to the Owner. B. The uncured epoxy resin adhesive can be cleaned from tools with approved solvent. The cured epoxy resin adhesive can only be removed mechanically. C. Leave finished work and work area in a neat, clean condition without evidence of spillovers onto adjacent areas. 0 SCO21 Sikadur® 52 / Sikadur 33 Crack Filler / Cap Seal 0 1. Set porting devices over cracks. 2. Place mixed Sikadur 33 epoxy resin adhesive over cracks and around each injection port a minimum of 1" wide by a'' /4' thick. 3. Allow sufficient time for epoxy resin adhesive cap sea] to set before injecting. 4. When the cap seal has cured, inject Sikadur 52 with steady pressure. 5. Use automated injection equipment or manual method. Concrete Restoration Systems by Sika Corporation, 201 Polito Avenue, Lyndhurst, NJ 07071 • ! Product Data Sheet Edition 7.1.2008 Identification no. 039003N Sikadur 31, Hi -Mod Gel Sikadue 31, Hi -Mod Gel (1:1 Mix Ratio) High - modulus, high- strength, structural, epoxy paste adhesive Description Sikadur 31, Hi -Mod Gel, is a 2- component, 100% solids, solvent -free, moisture - tolerant, high - modulus, high - strength, structural epoxy paste adhesive. It conforms to the currentASTM C -881 and AASHTO M -235 spedgca- tions. Where to Use a Structural bonding of concrete, masonry, metals, wood, etc. to a maximum glue line of Y6 in. (3 mm). ■ Grout bolts, dowels, and pins. ■ Seals cracks and around injection pons prior to pressure - injection grouting. ■ Interior, vertical, and overhead repair of concrete as an epoxy mortar binder. _a As a pick -proof sealant around windows, doors, lock -ups etc. inside correctional facilities. Advantages . Meets physical requirements of ASTM C -681 Types I, II & IV, Grade 3, Classes B 8. C. a Suitable for potable water contact, meets NSF /ANSI Standard 61. a Excellent adhesion to concrete, masonry, metals, wood, and most structural materials. a Paste consistency ideal for vertical and overhead repair of concrete. a Fast- setfing and strength- producing adhesive. a Convenient easy mix ratio A:B = 1:1 by volume. Typical Data (Material and curing conditions @ 730F (239C) and 50% R.H.) Shelf Life 2 years in original, unopened containers Storage Conditions Store dry at 40 °-95 °F (4 °- 35 °C). Condition material to 65 °-86 °F (180-29 0C) before using. Color Gray Mixing Ratio Component'A' : Component'B' = 1:1 by volume Consistency Non -sag paste Pat Life Approximately 60 minutes @ 7a F. (500 gram mass) Tack -Free Time 1.5 - 2.5 hours at 30 mils. thick Tensile Properties (ASTM D -638) 7 day Tensile Strength 3,300 psi (22.7 MPa) Elongation at Break 0.9% Flexural Properties (ASTM D -790) 7 day Flexural Strength (Modulus of Rupture) 6,100 psi (42.0 MPa) Tangent Modulus of Elasticity in Bending 1.67 X 10° psi (11,520 MPa) Shear Strength (ASTM D -732) 7 day Shear Strength 4,600 psi (31.7 MPa) Bond Strength (ASTM C-882) Hardened Concrete to Hardened Concrete: 2 day (dry cure) 2,200 psi (15.2 MPa) 2 day (moist ours) 2,400 psi (16.5 MPa) 14 day (moist cure) 2,900 psi (20.0 MPa) Hardened Concrete to Steel., 2 day (dry cure) 2,900 psi (20,0.MPa) Tensile Bond Strength (Pull -off Method, Dyna, ASTM C- 158304) 2 day 420 psi (2.9 MPa) Heat Deflection Temperature (ASTM D-648) 7 day (Fiber Stress Loading = 264 psi) 135 °F (57 °C) Water Absorption (ASTM D- 570) 24 hour 0.070% Compressive strength (ASTM D -695) psi (MPa) 40 -F (4°C)" " 13 -F (23 °C)• •• 2 hour 4 hour 8 hour 16 hour 700 (4.8) 1 day 6,000 (41.4) 3 day 11,000 (75.6) 7 day 12,900 (88.9) 14 day 13,500 (93.0) 28 day 14,000 (96.5) Compressive Modulus of Elasticity (ASTM D495) ' Material cured and tested at temperatures Indicated. " See Limitations section for further information. 800 (5.5) 8,500 (58.6) 10,500 (72.4) 13,000 (89.6) 14,000 (98.5) 15,000 (103.4) 15,400 (106.1) 16,000 (110.3) 7 day 7.95 X 10* psi 90 -F (32 °C)' 450 (3.1) 10,500 (72.4) 12,200 (84.1) 13,000 (89.6) 15,000 (103.4) 16,000 (110.3) 16,000 (110.3) 16,000 (110.3) 16,000 (110.3) (5,485 MPa) 0140 • i Coverage 1 gal. yields 231 cu. in. (3,785 cm') of epoxy paste adhesive. 1 gal. (3.8 L) mixed with 1 gal. (3.8 L) by loose volume of oven -dried aggregate yields approximately 346 cu. in. (5,670 cm3) of epoxy mortar. Packaging 3 gal. (11.4 L) units. How to Use Surface Preparation Surface must be clean and sound. It may be dry or damp, but free of standing water. Remove dust, lattance, grease, curing compounds, impregnations, waxes, and any other contaminants. Preparation Work: Concrete - Should be cleaned and prepared to achieve a laitanoe and contaminant free, open textured surface by blaslcleaning or equivalent mechanical means. Steel - Should be cleaned and prepared thoroughly by blasteleaning. Mixing Pre -mix each component. Proportion 1 part Component'B'to 1 part Component'A' by volume into a clean pail. Mix thoroughly for 3 minutes with Sika paddle on low -speed (400- 600 rpm) drill until uniform In color. Mix only that quantity which can be used within Its pot life. Prior to mixing, material should be conditioned to 65 ° -85 °F (18 °- 29 °C). To prepare an epoxy mortar, slowly add up to 1 part, by loose volume of an oven - dried aggregate, to 1 part of the mixed Sikadur 31, Hi -Mod Gel, and mix until uniform in consistency. Application As a structural adhesive -Apply the neat mined Sikadur 31, Hi -Mod Gel to the prepared substrates. Work into the substrate for positive adhesion. Secure the bonded unit firmly into place until the adhesive has cured. Glue line should not exceed 1/8 -in. (3 mm). To seal cracks for injection grouting - Place the neat mixed material over the cracks to be pressure injected and around each injection port. Allow sufficient time to set before pressure injecting. For Interior vertical and overhead patching - Place the prepared mortar in void, working the material into the prepared substrate, filling the cavity. Strike off level. Lifts should not exceed 1 -in (25 mm). As a pick -proof sealant - Use automated or manual method. Apply an appropriate size bead of material around the area being sealed. Seal with neat Sikadur 31, Hi -Mod Gel, Limitations a THE NTSB HAS STATED THAT THIS PRODUCT IS APPROVED FOR SHORT TERM LOADS ONLY AND SHOULD NOT BE USED IN SUSTAINED TENSILE LOAD ADHESIVE ANCHORING APPLICA- TIONS WHERE ADHESIVE FAILURE COULD RESULT IN A PUBLIC SAFETY RISK. CONSULT A DESIGN PROFESSIONAL PRIOR TO USE. • Components of original 2:1 mix ratio formulation of Sikadur 31, Hi -Mad Gel cannot be cross -mixed with components of Sikadur 31, Hi -Mod Gel (NEW 1:1 Mix Ratio) formulation. • Minimum substrate and ambient temperature 40 °F (4 °C). • Do not thin. Solvents will prevent proper cure. • When preparing an epoxy mortar, use oven -dried aggregate only. • Maximum epoxy mortar thickness is 1 in. (25 mm) per lift. • Epoxy mortar is for interior use only. Material Is a vapor barrier after cure. • Minimum age of concrete must be 21 -28 days, depending upon curing and drying conditions, for mortar applications. • Porous substrates must be tested for moisture-vapor transmission prior to mortar applications. • Not for sealing cracks under hydrostatic pressure. • Not an aesthetic product. Color may alter due to variations in lighting and /or UV exposure. WARNING Component 'A! - IRRITANT, SENSITIZER. Contains epoxy main, silica, and calcium carbonate. Causes eye irritation. May cause skinlrespiratory irritations. Prolonged and /or repealed contact with skin may cause allergic reaction /sensitization. Harmful if swallowed. Deliberate concentrations of vapors for purposes of inhalation Is harrntul and can be fatal. Component 'B' - CORROSIVE, SENSITIZER, IRRITANT. Contains Amines, silica quartz (sand), and calcium carbonate. Contact with skin and eyes causes severe burns. Causes eye/skin /respiratory irritation. Prolonged and /or repeated contact may cause allergic reactlonlsensitization. Harmful if swallowed. Deliber- ate concentrations of vapors for purposes of inhalation is harmful and can be fatal. Cured material, if sanded, may result in exposure to a chemical known to the State of California to cause cancer. First Aid Eyes - Hold eyelids apart and flush thoroughly with water for 15 minutes. Skin - Remove contaminated clothing. Wash skin thoroughly for 15 minutes with soap and water. Inhalation - Remove person to fresh air. Ingestion - Do not induce vomiting. Contact a physician. In all cases, contact a physician immediately if symptoms persist. Handling & Storage Avoid direct contact with eyes and skin. Wear chemical resistant gloveslgoggles /clothing. Avoid breathing vapors. Use with adequate general and local exhaust ventilation. Use a properly fitted NIOSH approved respirator. Wash thoroughly after handling product. Remove contaminated clothing and launder before reuse. Store product in a closed container in a cool, dry place. • 0 Clean Up Avoid contact. Wear chemical resistant clothing /gloves/goggles. In absence of adequate ventilation, use a property fitted NIOSH respirator. Uncured material Can be removed with solvent. Follow solvent manufactur- er's instructions for use and warnings. Cured material (when Component'A' combined with Component'B') can only be removed mechanically. In case of spill, ventilate area and Contain spill. Collect with absorbent material. Dispose of in accordance with current, applicable local, stale and federal regulations. and purpose be All sales of s s OF REACH Of CHILDREN • NOT FOR are Regional Information and Sales Centers. For the location of your nearest Sika salsa office. Contact your regional center. 201 Corporation Slka Canada Inc. Camara. ika Mexicans S.A. de C.V. 4B51� 201 Polito Avenue 601 Delmar Avenue Sika x Libre Celaya Km. 8.5 ■!■ 51 LyndhuraL NJ 07071 Pointe Claire Fracc. Industrial eelvanem Phone: 800 -933 -7452 Quebec H9R 4A9 Corregidom, Queretaro Fax: 201- 933 -6225 Phone: 514 -697 -2610 C.P. 76920 Fax: 514- 694 -2792 Phone: 524422385800 Fax 52 442 2250537 Si" and S"wr are registered tredernede Made In USA Printed In Canada is CONCRETE RESTORATION SYSTEMS Part 1- General DIVISION 3 - CONCRETE Section 03930 Concrete Rehabilitation Epoxy-Injected Crack Repair • Spec Component SC- 001 -1102 1.01 Summary A. This specification describes the pressure injection of cracks with an epoxy resin adhesive. 1.02 Quality Assurance A. Manufacturing qualifications: The manufacturer of the specified product shall be ISO 9001/9002 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 received product training by a manufacturers representative. C. Install materials in accordance with all safety and weather conditions required by the 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 heal 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 4VF (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 product. 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 five (5) years, beginning with date of substantial completion of the project. Part 2 - Products 2.01 Manufacturers 0 A. Sikadur 35 Hi -Mod LV, as manufactured by Sika Corporation, 1682 Marion Williamsport Road, Marion, Ohio 43302 is considered to conform to the requirements of this specification. B. Sikadur 31 Hi -Mod Gel, as manufactured by Sika Corporation, 1682 Marion Williamsport Road, Marion, Ohio 43302 is considered to conform to the requirements of this specification 2.02 Materials A. Epoxy resin adhesive for pressure injection of cracks shall be Sikadur 35 Hi -Mod LV: 1. Component "A" shall be a modified epoxy resin of the diglycidiether bisphenol A Type or containing suitable viscosity control agents. It shall not contain butyl glycidyl ether. 2. Component `B" shall be primarily a reaction product of a selected amine blend with an epoxy resin of the diglycidiether bisphenol A Type containing suitable viscosity control agents, pigments, and accelerators. 3. The ratio of component A: componet B shall be 2:1 by volume 4. The material shall not contain asbestos. B. Epoxy resin adhesive for sealing of cracks & porting devices shall be Sikadur31 Hi -Mod Gel.: I. Component "A" shall be a modified epoxy resin of the diglycidiether bisphenol A Type or containing suitable viscosity control agents. It shall not contain butyl glycidyl ether. 2. Component `B" shall be primarily a reaction product of a selected amine blend with an epoxy resin of the diglycidiether bisphenol A type containing suitable viscosity control agents, pigments, and accelerators. 5. The ratio of component A: componet B shall be 2:1 by volume 6. The material shall not contain asbestos. C. Porting devices as required for either manual or automated application. Porting devices for automated application shall be supplied from maufacturer of the pressure injection equipment. 2.03 Performance Criteria A. Properties of the mixed epoxy resin adhesive used for the pressure injection grouting:: 1. Pot Life: min. 25 minutes (60 gram mass) @ 73° F 2. Tack- FreeTime: 90°F (32°C) 1.5 to 2 hours 75 °F (24 °C) 3 to 3.5 hours 40 °F (5 °C) 14 -16 hours 3. Viscosity: Approx. 375 cps. 4. Color: Clear, Amber B. Properties of the cured epoxy resin adhesive used for pressure injection of grout: 1. Compressive Strength (ASTM D-695) .min. a 3 day: 10000 psi (69.9 MPa) b. 7 day: 11000 psi (75.8 MPa) c. 28 day: 13000 psi (89.6 MPa) Compressive Modulus, Psi : min. a. 7 day 21.6 x 10' psi (1500 Mpa) 2. Shear Strength (ASTM D -732) a. 14 day: 5100 psi (35 MPa) 3. Flexural Strength (ASTM D -790) min. a. 14 day: 14000 psi (97 MPa E E Tangent Modulus of Elasticity in Bending min. b. 14 day: 3.7 x 10' psi (2600 Mpa) 4. Bond Strength (ASTM C -882) 14 days (moist cure) min. a. Hardened Concrete to Hardened Concrete: 2200 psi (15 Mpa) 5. Water Absorption (ASTM D -570) max. a. 24 hour 0.90% 6. Tensile properties (ASTM D -638) min. a. 7 day Tensile Strength 8900 psi (61 Mpa) Elongation at Break 5.4% b. 14 day Modulus of Elasticity 4.1 x 10' psi (2800 Mpa) C. Properties of the mixed epoxy resin adhesive used for sealing of cracks & porting devices:: 1. Pot Life: min. 30 minutes (60 gram mass) @ 73° F 2. Tack- FreeTime: 75°F (24 °C) 2 to 3.5 hours 40'F (5 °C) 14 -16 hours 3. Consistency: Non -Sag paste 4. Color: Concrete Gray D. Properties of the cured epoxy resin adhesive used for sealing of cracks & porting devices: 1. Compressive Strength (ASTM D -695) .min. @ 73F a 1 day: 9000 psi (62.0 MPa) b. 3 day: 1 1000 psi (75.8 MPa) c. 28 day: 12000 psi (82.8 MPa) Compressive Modulus, Psi : min. a. 7 day 3.9 x 105 psi ( Mpa) 2. Shear Strength (ASTM D -732) a. 14 day: 3400 psi (23.4 MPa) 3. Flexural Strength (ASTM D -790) min. a. 14 day: 4400 psi (30.3 MPa) Tangent Modulus of Elasticity in Bending .min. b. 14 day: LO x IO'psi 5. Bond Strength (ASTM C -882) 14 day (moist cure) min. a. Hardened Concrete to Hardened Concrete 2400 psi (16.6 Mpa) 5. Water Absorption (ASTM D -570) mar. a. 24 hour 0.790/. 3. Tensile properties (ASTM D -638) min. a. 7 day Tensile Strength 3600 psi (24.8 Mpa) Elongation at Break 0.4% b. 14 day Modulus of Elasticity 1.0 x 10' psi (2800 Mpa) Note: Tests above were performed with material & curing conditions at 73F & 45 -55% relative humidity. 0 0 Part 3 - Execution 3.01 Mixing and Application A. Mixing the epoxy resin adhesive for sealing the cracks & porting devices: Premix each component. Proportion two parts by volume of Component "A" to one part Component "B" into a clean, dry mixing pail. Mix thoroughly for 3 minutes with a jiffy paddle on a low -speed (400 -600 rpm) drill. Mix only that quantity of material that can be used within its potlife (25 -35 minutes 73F). B. Mixing of the epoxy resin adhesive used for the pressure injection grouting: 1. Manual: Premix each component. Proportion two parts by volume of Component "A" to one part Component "B" into a clean, dry mixing pail. Mix thoroughly for 3 minutes with a jiffy paddle on a low -speed (400 -600 rpm) drill. Mix only that quantity of material that can be used within its potlife (20 -30 minutes 73F). C. Placement procedure: The epoxy resin adhesive for sealing the cracks & porting device: Set the porting devices as required by the epuipment manufacturer. Spacing of the porting devices shall be accomplished as required to achieve the travel of the epoxy resin for the pressure injection grouting between ports and fill the cracks to the maximum. On structures open on both sides, provide porting devices on opposite sides at staggered elevations. Apply the mixed epoxy resin adhesive for sealing over cracks and around each porting device to provide an adequate seal to prevent the escape of the epoxy resin adhesive for the injection grouting. Where required by the Engineer, apply the epoxy resin adhesive for sealing in such a manner that minimal defacing or discoloration of the substrate shall result. 2. The epoxy resin adhesive for the pressure injection grouting: Manual: Load the mixed epoxy resin adhesive for grouting into a disposable caulking cartridge or bulk - loading caulking gun. Inject the prepared cracks with a consant pressure in order to achieve maximum filling & penetration without the inclusion of air pockets or voids in the epoxy resin adhesive. Begin the pressure injection at the widest part of the crack being injected and continue until there is the appearance of epoxy resin adhesive at an adjacent port, thus indicating travel. When travel is indicated, to discontinue or continue the pressure injection from that port should be made by the contractor based on his experience, with the approval of the Engineer. Continue procedure until pressure injectable cracks has been filled. Automated: Dispense the epoxy resin adhesive for grouting under constant pressure in accordance with prcedures recommended by the equipment manufacturerer as required to achieve maximum filling and penetration of the prepared cracks without the inclusion of air pockets or voids in the epoxy resin adhesive. The pressure injection of single or multiple ports, by use of a manifold system, is possible. This decision should be made by the contractor, with the approval of the Engineer. Continue the approved procedure until all pressure injectable cracks have been filled. D. If penetration of any cracks is impossible, consult the Engineer before discontinuing the injection procedure. If modification of the proposed procedure is required to fill the cracks, submit said modification in writing to the Engineer for acceptance prior to proceeding. E. Adhere to all limitations and cautions for the epoxy resin adhesive in the manufacturers current printed literature 3.02 Cleaning A. After the epoxy resin adhesive for grouting has cured, the epoxy resin adhesive for sealing cracks and porting devices shall be removed as required by the Engineer. Clean the substrate in a manner to produce a finish appearance acceptable to the Owner. B. The uncured epoxy resin adhesive can be cleaned from tools with approved solvent. The cured epoxy resin adhesive can only be removed mechanically. C. Leave finished work and work area in a neat, clean condition without evidence of spillovers onto adjacent areas. • • Sikadue 35 Hi -Mod LV/ SCOW Sikadur 31 Hi -Mod Gel Crack Filler / Cap Seal 1. Set porting devices over cracks. 2. Place mixed Sikadur 31, Hi -Mod Gel epoxy resin adhesive over cracks and around each injection port a minimum of V wide by a' /d' thick. 3. Allow sufficient time for epoxy resin adhesive cap seal to set before injecting. 4. When the cap seal has cured, inject Sikadur 35, M -Mod LV with steady pressure. 5. Use automated injection equipment or manual method. Concrete Restoration Systems by Sika Corporation, 201 Polito Avenue, Lyndhurst, NJ 07071 i • Product Data Sheet Edition 7.1.2008 Identification no. 350 -14L Sikadur35, Hi -Mod LV LPL ,Sikadue 35, Hi -Mod LV LPL High - modulus, low- viscosity, high- strength, extended pot life, epoxy adhesive Description Sikadur 35, Hi -Mod LV LPL is a 2- component, 100% solids, moisture - tolerant, low- viscosity, high - strength, multi - purpose epoxy resin adhesive. It conforms to the current ASTM C -881 _ and AASHTO M -235 specifications. Where to use . Low pressure and high pressure injection of cracks in structural concrete, masonry, wood, etc. • Gravity -feed of cracks in horizontal concrete and masonry. • Epoxy resin binder for epoxy mortar patching and grouting. • Seal interior slabs and exterior above -grade slabs from water, chlorides and mild chemical attack; also improves wearability. • Epoxy resin binder for epoxy mortar repair for structural pile members. Advantages .Extended pot life. • Low viscosity and excellent penetrating ability. • Slow reaction rate and low exotherm. • Convenient, easy mix ratio; A:B = 2:1 by volume. • Unique, high- strength, structural adhesive for "can't dry" surfaces. • Deep, penetrating and tenacious bonding of cracks in structural concrete. • Excellent chemical resistance. Coverage 1 gal. yields 231 cu. in. of adhesive and grout. 1 gal. of adhesive, when mixed with 5 gal. by loose volume of oven -dried aggregate, yields approximately 808.5 cu. in. of epoxy mortar. _ Packaging 3 gal. units. 165 gal. units. How to Use Surface Preparation Surface must be clean and sound. It may be dry or damp, but free of standing water. Remove dust, laitance, grease, curing compounds, impregnations, waxes and any other contaminants. Typical Data (Material and curing conditions @ 73 °F (23°C) and 50 % R.H.) Shelf Life 2 years in original, unopened container. Storage Conditions Store dry at 40 ° -95 °F (4 °35 °C). Condition material to 65 ° -75 °F (18 ° -24 913) before using. Color Clear, amber. Mixing Ratio Component'A : Component'B' = 2:1 by volume. Viscosity (Mixed) Approximately 250 cps. Pot Life Approximately 90 minutes (250 grams). Approximately 40 minutes (250 grams) @ 100 °F (38 °C) Tensile Properties (ASTM 0.638) 60 °F (16 °C) 73 °F (23 °C) 7 day Tensile Strength 7,200 psi (49.6 MPa) 7,500 psi (51.8 MPa) Elongation at Break 4.0% 4.8% Heat Deflection Temperature (ASTM D -648) 7 day [fiber stress loading = 264 psi (1.8 MPa)] 120 °F (49 °C) Bond Strength (ASTM C -882): Hardened concrete to hardened concrete 2 day (moist cure) Bond Strength 1,100 psi (7.6 MPa) 14 day (moist cure) Bond Strength 1,300 psi (9.0 MPa) Water Absorption (ASTM D-570) 24 hrs. (24 hr. immersion) 0.35% Compressive Properties (ASTM D -695): Compressive Strength @ 73 °F (23 °C) 90 °F (32 °C) 1 day 1,450 psi (10.0 MPa) 7,100 psi (49.0 MPa) 3 day 9,600 psi (66.2 MPa) 10,000 psi (69.0 MPa) 7 day 11,800 psi (81.3 MPa) 11,100 psi (76.6 MPa) 28 day 13,000 psi (89.6 MPa) 11,300 psi (78.0 MPa) Compressive Modulus 7 day 270 ksi (1,863 MPa) C40 0 0 Preparation Work: Concrete - Should be cleaned and prepared thoroughly to achieve a lak Ventilate area. Confine spill. Collect with absorbent material. Dispose of in accordance with current, applicable local, state and federal regulations. Uncured material can be removed with approved solvent. Cured material can only be removed mechanically. tame bona, actual site conditions and omerfadors outside d Sika's caned are such that Sika assumes no liability for the provision d such information, advice, recammermations or Instructions relabo to its products. nor mail any legal relalbnship0edeated by or stubborn the provision of such Information, advice, recommendation urinabadions relatedto its products. The user of the Sika product(s) must tool the produces) for sociaibty for de intended applicat ion and Purpose before proceeding with the full applicatbn of the products). Sika reserves the right b change the propedies of its products witilout house. All sales of Sika products) are subject to its current terms end conditions of sale which are available et w Sikacorosom or by telling 800.933 -7452. Prior to each use ofarry, Slim product, the war must ahoeys read and follow the warnings and Instructions an Me pruducti most current Technical Data Sheet, product label and Material Safety Data Sheaf which are available online at mwasMkilonstruLlL40f3onn or by casing Slons Technical SerAm DepWme 98M. 833. 7482. Nothing contained In any Silo materials mileves Me merengue obligation to read and followlhe wemings and Instruction for each Sika product as set forth In the current Technical Data Sheet, product label and Material Safety Oda Street lunatic product use. LIMITED WARRANTY: Sika warrants this product for one year tram date of installation to be free from manufacturing defects and to meet the technical properties an the current Technical Data Sheet if used as directed wMlin shelf Ice. User determines sunaltu ity m product for Intended Visit our website at www.sikaconsiructlon.cam tance and contaminant free, open textured surface by blast cleaning or equivalent mechani- Regional Information and Sales Centers. For the location of your nearest Sika sales office, contact your regional center. cal means. Steel - Should be cleaned and prepared thoroughly by _blast cleaning. Mixing Proportion 1 part Component'B'to 2 parts Component 'N by volume Into a clean pail. Mix thoroughly for 201 Polito Avenue 3 minutes with a low -speed (400.600 rpm) drill using Siks Paddle until uniformly blended. Mix only that Gametes Libre Celaya Km. 8.5 quantity that can be used within its pot life. Pointe Claire To prepare an epoxy mortar slowly add 4 -5 parts by loose volume of an oven -dried aggregate to 1 Phone: 800 -933 -7452 part of the mixed Sikadur 35, Hi -Mod LV LPL and mix until uniform in consistency. Application To gravity feed cracks - Blow we- notched crack clean with oil -free compressed air. Pour neat Sikadur Phone: 514 -697 -2610 35, Hi-Mod LV LPL, into we-notched Crack. Continue placement unfit completely filled. Seal underside of slab prior to filling if cracks reflect through. Phone: 52 442 2385800 Sika and Soutar are regeonso tmdemens To seal slabs - Spread neat Sikadur 35, Hi -Mod LV LPL over slab. Allow penetration. Remove excess to prevent surface film. Seal interior slabs and above -grade exterior slabs only. For an epoxy mortar - Prime prepared surface with neat Sikadur 35, Hi -Mod LV. LPL. Place prepared epoxy mortar before primer becomes tack -free. Place the epoxy mortar using trowels. Compact and level with vibrating screed or trowels. Finish with finishing trowel. Epoxy mortar is for interior use only. To pressure inject cracks - Suitable for low or high pressure injection. Use automated injection equip- ment or manual method. Set appropriate injection ports based on system used. Seal ports and crack with Sikadur 31, Hi -Mod Gel or Sikadur 33. When the epoxy adhesive seal has cured, inject Sikadur 35, Hi Mod LV LPL with steady pressure. Consult Technical Service for additional information. Umitations a Minimum application temperature 40 °F (4 °C). • Do not thin with solvents. • Use oven -dried aggregate only. • Maximum epoxy mortar thickness is 1.5 in. (38 mm) per lift. • Epoxy mortar is for interior use only. ■ Do not seal exterior slabs on grade. . Minimum age of concrete must be 21 -28 days, depending on curing and drying conditions, for mortar and to seal slabs. at Porous substrates must be tested for moisture -vapor transmission prior to mortar or sealing slabs. ■ Not for injection of cracks under hydrostatic pressure. a Do not inject cracks greater than 1/4 in. (6 mm) Consult Technical Service. as Not an aesthetic product Color may alter due to variations in lighting and/or UV exposure Caution Component IN - Irritant; Sensitizer - Contains epoxy resin. Can cause sensitization after prolonged or repeated contact. Skin and eye irritant. Vapors may cause respiratory irritation. Use only with adequate ventilation. Use of safety goggles and chemical resistant gloves is recommended. In case of high vapor concentrations, use an appropriate NIOSH approved respirator. Remove contaminated clothing. Component 'B' - Corrosive; Sensitizer Contains amines. Contact with eyes or skin may cause severe burns. Can Cause sensitization after prolonged or repeated contact. Skin and eye irritant. Vapors may Cause respiratory irritation. Use only with adequate ventilation. Use of safety goggles and chemical resistant gloves is recommended. Incase of high vapor concentrations, use an appropriate NIOSH ap- proved respirator. Remove contaminated clothing. First Aid Eyes: Hold eyelids apart and flush thoroughly with water for 15 minutes. Skin: Remove contaminated clothing. Wash skin thoroughly for 15 minutes with soap and water. Inhalation: Remove person to fresh air. Ingestion: Do not induce vomiting. In all cases, contact a physician Immediately If symptoms persist. Ventilate area. Confine spill. Collect with absorbent material. Dispose of in accordance with current, applicable local, state and federal regulations. Uncured material can be removed with approved solvent. Cured material can only be removed mechanically. tame bona, actual site conditions and omerfadors outside d Sika's caned are such that Sika assumes no liability for the provision d such information, advice, recammermations or Instructions relabo to its products. nor mail any legal relalbnship0edeated by or stubborn the provision of such Information, advice, recommendation urinabadions relatedto its products. The user of the Sika product(s) must tool the produces) for sociaibty for de intended applicat ion and Purpose before proceeding with the full applicatbn of the products). Sika reserves the right b change the propedies of its products witilout house. All sales of Sika products) are subject to its current terms end conditions of sale which are available et w Sikacorosom or by telling 800.933 -7452. Prior to each use ofarry, Slim product, the war must ahoeys read and follow the warnings and Instructions an Me pruducti most current Technical Data Sheet, product label and Material Safety Data Sheaf which are available online at mwasMkilonstruLlL40f3onn or by casing Slons Technical SerAm DepWme 98M. 833. 7482. Nothing contained In any Silo materials mileves Me merengue obligation to read and followlhe wemings and Instruction for each Sika product as set forth In the current Technical Data Sheet, product label and Material Safety Oda Street lunatic product use. LIMITED WARRANTY: Sika warrants this product for one year tram date of installation to be free from manufacturing defects and to meet the technical properties an the current Technical Data Sheet if used as directed wMlin shelf Ice. User determines sunaltu ity m product for Intended Visit our website at www.sikaconsiructlon.cam 1-800933SIKA NATIONWIDE Regional Information and Sales Centers. For the location of your nearest Sika sales office, contact your regional center. Sika Corporation Sika Canada Inc. Slka Mexican S.A. eta C.V. 201 Polito Avenue 601 Delmar Avenue Gametes Libre Celaya Km. 8.5 Lyndhurst, NJ 07071 Pointe Claire From Industrial aalvanerm Phone: 800 -933 -7452 Quebec H9R 4A9 Comilitio s, Queretaro Fax: 201 -93 &6225 Phone: 514 -697 -2610 C.P. 76920 isoardJSOba Fax: 514-6942792 Phone: 52 442 2385800 Sika and Soutar are regeonso tmdemens Fax: 52 442 2250537 Made w 115A Printed in Canada. i • Product Data Sheet Edition 7.1.2008 Identification no. 350 Sikadur 35, Hi -Mod LV Sikadue 35, Hi -Mod LV High - modulus, low- viscosity, high- strength epoxy grouting /sealing /binder adhesive Description Sikadur 35, Hi -Mod LV is a 2- component, 100% so lid s,. moisture- tolerant, low - viscosity, high - strength, multi- purpose, epoxy resin adhesive. It conforms to the current ASTM C-881 and AASHTO M -235 specifications. to use . Pressure- injection of cracks in structural concrete, masonry, wood, etc. • Gravity-feed of cracks in horizontal concrete and masonry. • Epoxy resin binder for epoxy mortar patching and overlay of interior, horizontal surfaces. • Seal interior slabs and exterior above -grade slabs from water, chlorides, and mild chemical attack; also Advantages . Super low viscosity. • Convenient easy mix ratio A:B = 2:1 by volume- . Unique, high - strength, structural adhesive for "can't dry" surfaces. • Deep penetrating and tenacious bonding of cracks in structural concrete. • High - early - strength developing adhesive. • Excellent chemical resistance for flooring systems_. Coverage 1 gal. yields 231 cu. in. of adhesive and grout. 1 gal. of adhesive, when mixed with 5 gal. by loose volume of oven -dried aggregate, yields approximately 808.5 cu. in. of epoxy mortar. Packaging 3 gal. units: 1 gal. units, 2lcase; 12 fl. -oz. units, 12 1case. Typical Data (Material and curing conditions Q 73 °F (23 °C) and 50% R.H.) Shelf Life 2 years in original, unopened containers. Storage Conditions Store dry at 40 ° -95 °F (4 °- 35 °C). Condition material to 65 ° -75 °F (18 ° -24 °C) be- fore using. 3.200 (22.1) Color Clear, amber. 4,500 (31.1) Mixing Ratio Component A : Component B =2:1 by volume. - Viscosity (Mixed) Approximately 375 cps. 9,100 (62.8) Pot Life Approximately 25 minutes. (60 gram mass) 4,000 (27.6) Tack Free Time 40 °F (4°C) 7rF (23 °C) 90 °F (32°C) 6,800 (46.9) (3.6 mils) Neat 14 -16 hrs. 3 -3.5 hrs. 1.5 -2 hrs. 10,300 (711) Tensile Properties (ASTM D -638) Neat Mortar 7 day Tensile Strength 8,900 psi (61.4 MPa) 14 day 840 psi (5.8 MPa) Elongation at Break 5.4% 0.3% 14 day Modulus of Elasticity 4.1 X 105 psi (2,800 MPa) 7.6 X 105 psi (5,200 MPa) Flexural Properties (ASTM D -790) Mortar 14 day Flexural Strength (Modulus of Rupture) 14,000 psi (96.6 MPa) 2,200 psi (15.2 MPa) Tangent Modulus of Elasticity In Bending 3.7 x 105 psi (2,600 MPa) 9.5 X 705 psi (6,500 MPa) Shear Strength (ASTM 0.732) 14 day Shear Strength 5,100 psi (35.2 MPa) 2,300 psi (15.9 MPa) Heat Deflection Temperature (ASTM D -648) 7 day [fiber stress loading = 264 psi (1.8 MPa)] 124 °F (51 °C) 129 °F (54 °C) Bond Strength (ASTM C -882): Hardened concrete to hardened concrete 2 day (moist cure) Bond Strength 4,000 psi (27.6 MPa) 14 day (moist cure) Bond Strength 2,900 psi (20.0 MPa) 2 day (dry cure) Bond Strength 2,600 psi (19.3 MPa) Water Absorption (ASTM D -570) 7 day (24 hour immersion)0.27 % Compressive Properties (ASTM D -695) Compressive Strength, psi (MPa) Neat Mortar (1:5) 40-F (4-C) 73-F (23-C) 90-F (32-C) 40 °F(4°C) 73°F (23 °C) 4 hour 3.200 (22.1) 8 hour 4,500 (31.1) 16 hour - 1 day 9,100 (62.8) 3 day 4,000 (27.6) 7 day 6,800 (46.9) 14 day 10,300 (711) 28 day 12,400 (85.6) Compressive Modulus 6.800 (46.9) 7 day 180(1.2) 3.200 (22.1) - 4,500 (31.1) 6,300 (43.5) - 8,000 (41,4) 9,100 (62.8) 120 (0.8) 10,700 (73.8) 10.500 (72.5) 6,200 (42.8) 11.001) (75.9) 10.500 (72.6) 6.300 (43.S) 12,000 (82.8) 10,500 (72.5) 6.800 (46.9) 13,000 (89.7) 10,500 (72.5) 7,000 (48.3) Neat Mortar 3.2 X 105 psi (2,200 MPa) 28 day 400 (2.8) 5,000 (34.5) 6,800 (46.9) 7,900 (54.5) 6,500 (58.7) 8.600 (59.3) 90-F (32-C) 800 (5.5) 4,100 (28.3) 5,700 (39.3) 6,900 (47.6) 7,000 (48.3) 8,800 (60.7) 8,800 (60.7) 8,800 (60.7) 8.1 X 105 psi (5,600 MPa) C30 0 0 How to Use Surface Preparation Surface must be dean and sound. It maybe dry or damp, but free of standing water. Remove dust, laitance, grease, curing compounds, impregnations, waxes, foreign particles and disintegrated materials. _ Preparation Work: Concrete - Blast clean, shot blast or use other approved mechanical means to provide an open roughened texture. Steel - Should be cleaned and prepared thoroughly by blast cleaning. Mixing Proportion 1 part Component'B'to 2 parts Component'A' by volume into a dean pail. Mix thoroughly for 3 minutes with Sika Paddle on low -speed (400- 6D0 rpm) drill until uniformly blended. Mix only that quantity that can be used within its pot life. To prepare an epoxy mortar, slowly add 4 -5 parts by loose volume of an oven -dried aggregate to 1 part of the mixed Sikadur 35, Hi-Mod LV and mix until uniform in consistency. Application To gravity feed cracks - Blow vee- notched crack clean with oil -free compressed air. Pour neat Sikadur 35, Hi -Mod LV into vee- notched crack. Continue placement until completely filled. Seal underside of slab prior to filling if cracks reflect through. To pressure- Inject cracks - Use automated injection equipment or manual method. Set appropriate Injec- tion ports based on system used. Seal ports and crack with Sikadur 31, Hi -Mod Gel or Sikadur 33. When the epoxy adhesive seal has cured, inject Sikadur 35, Hi -Mod LV with steady pressure. Consult Technical Service for additional information. To seal slabs - Spread neat Sikadur 35, Hi -Mod LV over slab. Allow penetration. Remove excess to prevent surface film. Seal interior slabs and above -grade exterior slabs only. For an epoxy mortar - Prime prepared surface with neat Sikadur 35, Hi -Mod LV Place prepared epoxy mortar before primer becomes tack -free. Place the epoxy mortar using trowels. Compact and level with vibrating screed or trowels. Finish with finishing trowel. Sikadur 35, Hi -Mod LV mortar is for interior use only. • Minimum substrate and ambient temperature 40 °F (4 °C). • Do not thin with solvents. Consult Technical Service at 800- 933 -7452. • Use oven -dried aggregate only. • Maximum epoxy mortar thickness is 1.51n. (38 mm) per lift. is Epoxy mortar is for interior use only. ■ Do not seal exterior slabs on grade. is Minimum age of concrete must be 21 -28 days, depending on curing and drying conditions, for mortar and to seal slabs. is Porous substrates must be tested for moisture-vapor transmission prior to application. ■ Not for injection of cracks under hydrostatic pressure at the time of application. is Do not inject cracks greater than V4 in. (6 mm) Consult Technical Service. Warning Component'A'- IRRITANT; SENSITIZER -Contains epoxy reran, nonyl phenol. May cause skin sensitization after pro- longed or repeated contact. Eye irritant. May muse skin /respiratory irritation. Harmful if swaibwed. Component's'- CORROSIVE; IRRITANT; SENSITIZER Contains amines, benzylalcohol, nonyl phenol. Contactwith eyes or skin muses severe burns. May cause skin sensitization after prolonged or repeated wntect. Eye truant. May muse re- spiratory irritation. Harmful if swallowed. Deliberate concentration of vapors of ComponentA or B for purposes of inhalation is harmful and can be fatal. First Aid Eyes: Hold eyelids apart and gush thoroughly with water for 15 minutes. Skin: Remove contaminated clothing. Wash skin thoroughly for 15 minutes with soap and water. Inhalation: Remove person to fresh air. Ingestion: Do not induce vomiting. In all cases, contact a physician Immediately if symptoms persist. Clean Up wear chemical resistant gloveslgoggleslclothing. Ventilate area. In absence of adequate general and local exhaust ventilation, use a property filled NIOSH respirator. Confine spill. Collect with absorbent material. Dispose of in awor- dance with current, applicable local, state and federal regulations. Uncured material can be removed with solvent. Strictly follow manufacturer's warnings and Instructions for use. Cured material can only be removed mechanically. Handling & Storage Avoid direct contact with skin and eyes. Wear chemical resistant gloves/goggles/clothing. Use only with adequate ventilation. In absence of adequate general and local exhaust ventilation, use a properly filled NIOSH respirator. Wash thoroughly after handling product. Launder clothing before reuse. Store in a cool dry well ventilated area. LIMITED WARRANTY: Sika vanants Visit our webatte at; w"_ Regional Information and Sika Corporation 201 Polito Avenue Lyndhurst. NJ 07071 Phone. 800- 933 -7452 F.: 201- 933 -6225 far one site Canada Inc. 601 Delmar Avenue Pointe Claire Doemc H9R 4A9 Phone 514-697-2610 I'm 514694 -2792 from date of Installation to be free from I as directed wlmin shelf life. User deter of your nearest Sika sales office. Sika Mexicans S.A. de Canisters Libre Celaya k dialects and to meet C.P. 76820 no9aysxo Phone: 52 442 2385800 sae no Saa &r ua regivanx! videmeda Fax 52 442 2250537 Maas in USA. Pnnled in Canada. CONCRETE RESTORATION SYSTEMS Part 1 - General is 0 DIVISION 3- CONCRETE Section 03930 Concrete Rehabilitation Epoxy - injected Crack Repair Spec Component SC- 001 -1102 1.01 Summary A. This specification describes the pressure injection of cracks with an epoxyresin adhesive. 1.02 Quality Assurance A. Manufacturing qualifications: The manufacturer of the specified product shall be ISO 9001/9002 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 received product training by a manufacturers representative. C. Install materials in accordance with all safety and weather conditions required by the 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 Jab 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 product. 1.05 Submittals A. Submit two copies of manufacturers 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 five (5) years, beginning with date of substantial completion of the project. 0 Part 2 - Products 2.01 Manufacturers • A. Sikadur 35 Hi -Mod LV, as manufactured by Sika Corporation, 1682 Marion Williamsport Road, Marion, Ohio 43302 is considered to conform to the requirements of this specification. B. Sikadur 31 Hi -Mod Gel, as manufactured by Sika Corporation, 1682 Marion Williamsport Road, Marion, Ohio 43302 is considered to conform to the requirements of this specification 2.02 Materials A. Epoxy resin adhesive for pressure injection of cracks shall be Sikadur35 Hi- ModLV: 1. Component "A" shall be a modified epoxy resin of the diglycidiether bisphenol A Type or containing suitable viscosity control agents. It shall not contain butyl glycidyl ether. 2. Component `B" shall be primarily a reaction product of a selected amine blend with an epoxy resin of the diglycidiether bisphenol A Type containing suitable viscosity control agents, pigments, and accelerators. 3. The ratio of component A: componet B shall be 2:1 by volume 4. The material shall not contain asbestos. B. Epoxy resin adhesive for sealing of cracks & porting devices shall be Sikadur 31 Hi -Mod Gel.: 1. Component "A" shall be a modified epoxy resin of the diglycidiether bisphenol A Type or containing suitable viscosity control agents. It shall not contain butyl glycidyl ether. 2. Component `B" shall be primarily a reaction product of a selected amine blend with an epoxy resin of the diglycidiether bisphenol A type containing suitable viscosity control agents, pigments, and accelerators. 5. The ratio of component A: componet B shall be 2:1 by volume 6. The material shall not contain asbestos. C. Porting devices as required for either manual or automated application. Porting devices for automated application shall be supplied from maufacturer of the pressure injection equipment. 2.03 Performance Criteria A. Properties of the mixed epoxy resin adhesive used for the pressure injection grouting:: 1. Pot Life: min. 25 minutes (60 gram mass) @ 73° F 2. Tack- FreeTime: 90°F (32°C) 1.5 to 2 hours 75 °F (24°C) 3 to 3.5 hours 40`F (5 °C) 14 -16 hours 3. Viscosity: Approx. 375 cps. 4. Color: Clear, Amber B. Properties of the cured epoxy resin adhesive used for pressure injection of grout: 1. Compressive Strength (ASTM D -695) .min. a 3 day: 10000 psi (69.9 MPa) b. 7 day: 11000 psi (75.8 MPa) c. 28 day: 13000 psi (89.6 MPa) Compressive Modulus, Psi: min. a. 7 day 21.6 x 10' psi (1500 Mpa) 2. Shear Strength (ASTM D -732) a. 14 day: 5100 psi (35 MPa) 3. Flexural Strength (ASTM D -790) min. a. 14 day: 14000 psi (97 MPa L Tangent Modulus of Elasticity in Bending min. h. 14 day: 3.7 x 10' psi (2600 Mpa) 4. Bond Strength (ASTM C -882) 14 days (moist cure) min. a. Hardened Concrete to Hardened Concrete: 2200 psi (15 Mpa) 5. Water Absorption (ASTM D -570) max. a. 24 hour 0.90% 6. Tensile properties (ASTM D -638) min. a. 7 day Tensile Strength 8900 psi (61 Mpa) Elongation at Break 5.4% b. 14 day Modulus of Elasticity 4.1 x 105 psi (2500 Mpa) C. Properties of the mixed epoxy resin adhesive used for sealing of cracks & porting devices:: 1. Pot Life: min. 30 minutes (60 gram mass) @ 73° F 2. Tack- FreeTime: 75 °F (24 °C) 2 to 3.5 hours OF (5 °C) 14-16 hours 3. Consistency: Non -Sag paste 4, Color: Concrete Gray D. Properties of the cured epoxy resin adhesive used for sealing of cracks & porting devices: 1. Compressive Strength (ASTM D -695) .min. @ 73F a ]day: 9000 psi (62.0 MPa) b. 3 day: 11000 psi (75.8 MPa) c. 28 day: 12000 psi (82.8 MPa) Compressive Modulus, Psi : min. a. 7 day 3.9 x 10' psi ( Mpa) 2. Shear Strength (ASTM D -732) a. 14 day: 3400 psi (23.4 MPa) 3. Flexural Strength (ASTM D -790) min. a. 14 day: 4400 psi (30.3 MPa) Tangent Modulus of Elasticity in Bending .min. b. 14 day: 1.0 x 10' psi 5. Bond Strength (ASTM C -882) 14 day (moist cure) min. a. Hardened Concrete to Hardened Concrete 2400 psi (16.6 Mpa) 5. Water Absorption (ASTM D -570) max. a. 24 hour 0.79% 3. Tensile properties (ASTM D -638) min. a. 7 day Tensile Strength 3600 psi (24.8 Mpa) Elongation at Break 0.4% b. 14 day Modulus of Elasticity 1.0 x 105 psi (2800 Mpa) Note: Tests above were performed with material & curing conditions at 73F & 45 -55% relative humidity. 0 Part 3 - Execution 3.01 Mixing and Application 0 Mixing the epoxy resin adhesive for sealing the cracks & porting devices: Premix each component. Proportion two parts by volume of Component "A" to one pan Component "B" into a clean, dry mixing pail. Mix thoroughly for 3 minutes with a jiffy paddle on a low -speed (400-600 rpm) drill. Mix only that quantity of material that can be used within its potlife (25 -35 minutes 73F). B. Mixing of the epoxy resin adhesive used for the pressure injection grouting: I. Manual: Premix each component. Proportion two parts by volume of Component "A" to one part Component "B" into a clean, dry mixing pail. Mix thoroughly for 3 minutes with a jiffy paddle on a low -speed (400 -600 rpm) drill. Mix only that quantity of material that can be used within its potlife (20 -30 minutes 73F). C. Placement procedure: The epoxy resin adhesive for sealing the cracks & porting device: Set the porting devices as required by the epuipment manufacturer. Spacing of the porting devices shall be accomplished as required to achieve the travel of the epoxy resin for the pressure injection grouting between ports and fill the cracks to the maximum. On structures open on both sides, provide porting devices on opposite sides at staggered elevations. Apply the mixed epoxy resin adhesive for sealing over cracks and around each porting device to provide an adequate seal to prevent the escape of the epoxy resin adhesive for the injection grouting. Where required by the Engineer, apply the epoxy resin adhesive for sealing in such a manner that minimal defacing or discoloration of the substrate shall result. 2. The epoxy resin adhesive for the pressure injection grouting: Manual: Load the mixed epoxy resin adhesive for grouting into a disposable caulking cartridge or bulk - loading caulking gun. Inject the prepared cracks with a consam pressure in order to achieve maximum filling & penetration without the inclusion of air pockets or voids in the epoxy resin adhesive. Begin the pressure injection at the widest part of the crack being injected and continue until there is the appearance of epoxy resin adhesive at an adjacent port, thus indicating travel. When travel is indicated, to discontinue or continue the pressure injection from that port should be made by the contractor based on his experience, with the approval of the Engineer. Continue procedure until pressure injectable cracks has been filled. Automated: Dispense the epoxy resin adhesive for grouting under constant pressure in accordance with prcedures recommended by the equipment manufacturerer as required to achieve maximum filling and penetration of the prepared cracks without the inclusion of air pockets or voids in the epoxy resin adhesive. The pressure injection of single or multiple ports, by use of a manifold system, is possible. This decision should be made by the contractor, with the approval of the Engineer. Continue the approved procedure until all pressure injectable cracks have been filled. D. If penetration of any cracks is impossible, consult the Engineer before discontinuing the injection procedure. If modification of the proposed procedure is required to fill the cracks, submit said modification in writing to the Engineer for acceptance prior to proceeding. E Adhere to all limitations and cautions for the epoxy resin adhesive in the manufacturers current printed literature. 3.02 Cleaning A. After the epoxy resin adhesive for grouting has cured, the epoxy resin adhesive for sealing cracks and porting devices shall be removed as required by the Engineer. Clean the substrate in a manner to produce a finish appearance acceptable to the Owner. B. The uncured epoxy resin adhesive can be cleaned from toots with approved solvent. The cured epoxy resin adhesive can only be removed mechanically. C. Leave finished work and work area in a neat, clean condition without evidence of spillovers onto adjacent areas. Sikadur® 35 Hi -Mod LV/ SC001 Sikadur 31 Hi -Mod Gel Crack Filler / Cap Seal 1. Set porting devices over cracks. 2. Place mixed Sikadur 31, Hi -Mod Gel epoxy resin adhesive over cracks and around each injection port a minimum of 1" wide by a' /d' thick. 3. Allow sufficient time for epoxy resin adhesive cap seal to set before injecting. 4. When the cap seal has cured, inject Sikadur 35, Hi -Mod LV with steady pressure. 5. Use automated injection equipment or manual method. Concrete Restoration Systems by Sika Corporation, 201 Polito Avenue, Lyndhurst, NJ 07071 0 0 Product Data Sheet Edition 7.2008 Identification no. 396 Slkadur 52 Sikadur® 52 Advanced, very-low- viscosity, moisture - tolerant epoxy injection adhesive Description Sikadur 52 is a 2- component, 100% solids, moisture- tolerant, epoxy adhesive. It is a low- viscosity, high- strength adhesive formulated specifically for grouting both dry and damp cracks. It conforms to the current ASTM C -881 and AASHTO M -235 specifications. Where To Use n Use neat for gravity feed or pressure injection of cracks in structural concrete, masonry, wood, etc. n Seal interior slabs and exterior above grade slabs from water, chlorides and mild chemical at- tack and to improve wearability. Advantages Coverage Packaging • Tenacious crack- sealing grout. • Convenient easy m& ratio A:13 = 2:1 by volume. • Advanced low- viscosity structural resin. • Unique, high- strength adhesive for 'can't dry' cracks. 1 gal. yields 231 cu. in. 3 -gal, units. Typical Data (Material and curing conditions @ 73 °F(23 °C) and 50% R.H.) Shelf Life 2 years in original, unopened containers Storage Conditions Store dry at 40 ° -95 °F (4 °- 35 °C). Condition to 650-75 °F (18° -24 °C) before using. Color Clear, pale yellow. Mixing Ratio Component'A': Component'B' = 2:1 by volume. Viscosity (Mixed) Approximately 200 cps. Pot Life Approximately 30 minutes. (60 gram mass) Tensile Properties (ASTM D -638) 14 day Tensile Strength 7,900 psi (54 MPa) Elongation at Break 3.1% Modulus of Elasticity 2.0 X 105 psi (1,400 MPa) Flexural Properties (ASTM D -790) 14 day Flexural Strength (Modulus of Rupture) 5,400 psi (37.2 MPa) Tangent Modulus of Elasticity in Bending 3.8 X 105 psi (2,620 MPa) Shear Strength (ASTM D -732) 14 day Shear Strength 4,300 psi (29.6 MPa) Bond Strength (ASTM C -882): Hardened Concrete to Hardened Concrete 2 day (dry cure) Bond Strength 3,000 psi (20.6 MPa) 14 day (moist cure) Bond Strength 2,200 psi (15.1 MPa) Heat Deflection Temperature (ASTM D -648) 14 day 122 -F (50 °C) [fiber stress loading = 264 psi (1.8 MPa)] Water Absorption (ASTM D -570) 7 day (2 hour boil) 1.5% Compressive Properties (ASTM D -695) Compressive Strength, psi (MPa) 40 -F• (,rcr 731- (23 °C)• 90 -F` (32 °Cr 8 hour - - 90 (0.62) 16 hour - 3,000 (20.6) 7,300 (50.3) 1 day - 4,500 (31.0) 8,400 (57.9) 3 day 1,800 (12.4) 10,000 (68.9) 8,700 (60.0) 7 day 6,100 (42.0) 11.300 (77.9) 10,400 (71.7) 14 day 6,800 (46.8) 11,700 (80.6) 10,400 (71.7) 28 day 8,400 (57.9) 12,000 (82.7) 10,400 (71.7) Compressive Modulus 28 days 3.5 x 105 psi (2,400 MPa) ' Matenal cued and tested at the temperatures indicated. C5O How to Use Surface Preparation Surface must be clean and sound. it may be dry or damp, but free of standing water. Remove dust, laitance, grease, curing compounds, impregnations, waxes and any other contaminants. Preparation Work: Concrete - Should be cleaned and prepared to achieve a laitance and con- taminant free, open textured surface by blastcleaning or equivalent mechanical means. Steel - Should be cleaned and prepared thoroughly by blastcleaning. Mixing Proportion 1 part Component'B' to 2 parts Component'A' by volume into a clean pail. Mix thor- oughly for 3 minutes with Sika Paddle on low -speed (400 -600 rpm) drill until uniformly blended. Mix only that quantity that can be used within its pot life. Application Limitations Caution To gravity feed cracks - Blow vee- notched crack clean wifth oil -free compressed air. Pour neat Sikadur 52 into vee - notched crack. Continue placement until cracks are completely Filled. Prior to filling, seal underside of slab if cracks reflect through. To pressure inject cracks - Use automated injection equipment or manual method. Set appropri- ate injection ports based on system used. Seal ports and cracks with Sikadur 31, Hi -Mod Gel, or Sikadur 33. When the epoxy adhesive seal has cured, inject Sikadur 52 with steady pressure. Consult Techni- cal Service for additional information. To seal slabs - Spread neat mixture of Sikadur 52 over slab using a roller or squeegee, working material thoroughly into the substrate to ensure penetration. Coverage should be uniform. Coat interior slabs and above -grade exterior slabs only. ri Minimum substrate and ambient temperature 40 °F (4 °C). ii Do not thin. Addition of solvents will prevent proper cure. If Material is a vapor barrier after cure. ii Not for injection of cracks under hydrostatic pressure at the time of application. ii Do not inject cracks greater than 1/4 in. (6 mm) without consulting Technical Service. If Do not seal exterior slabs on grade. ii Not an aesthetic product. Color may alter due to variations in lighting and /or UV exposure. Component'A' - Irritant; Sensitizer - Contains epoxy resin. Can cause skin sensitization after prolonged or repeated contact. Skin and eye irritant. High concentrations of vapor may cause respiratory irritation. Avoid skin contact. Use only with adequate ventilation. Use of safety goggles and chemical resistant gloves is recommended. In case of exceedance of PEELS, use an appmpri- ate, properly fitted NIOSH approved respirator. Remove contaminated clothing. Consult MSDS for more detailed information. Component'B' - Corrosive; Sensitizer Contains amines. Contact with eyes or skin may cause severe burns. Skin and eye irritant. High concentrations of vapor may cause respiratory irritation. Avoid skin contact. Use only with adequate ventilation. Use of safety goggles and chemical- resis- tant gloves is recommended. In case of exceedance of PELs, use an appropriate, properly fitted NIOSH approved respirator. Remove contaminated clothing. Consult MSDS for more detailed information. First Aid Eyes: Hold eyelids apart and flush thoroughly with water for 15 minutes. Skin: Remove contami- nated clothing. Wash skin thoroughly for 15 minutes with soap and water. Inhalation: Remove person to fresh air, Ingestion: Do not induce vomiting. In all cases, contact a physician imme- diately if symptoms persist. Clean Up Ventilate area. Confine spill. Collect with absorbent material. Dispose of in accordance with current, applicable local, state and federal regulations. Uncured material can be removed with approved solvent. Cured material can only be removed mechanically. KEEP CONTAINER TIGHTLY CLOSED - KEEP OUT OF REACH OF CHILDREN- NOT FOR INTERIMLCONSDMPTION • FOR INDUSTMAL USE ONLY All information provided by Sika Corporation r'Slm'I concommg Slim products. inGUtlmg but not limited to, any recommendations and advwe rotating to Me application and use of Site products, is given in good faith based on SiM'o current experience and knowledge d its produces nTBn properly ended, handled and applied wdttnumalmndlbons,namDManm MMSrka'sindmctlons. In practice, Me differences in matonalS, substrates. storage and handling conk. thus, actual site Conditions and otherfacers outsitle of S,ka'a Corbel are such that Sika assumes no liability for Me provision otsuch information. Device. recommendations Or lnsVUCUDne related to its products, nor shall any legal relationship be created by or miss from Me pin aven IN such information, advice. recommendations or atmcbm redetl to its poducts. The user of the Srkn produst(s) must lest Me produt(s)for suitability for MeirNended application and purpose b6fpre proceeding WM the full application of the productks). Sika reserves the right to Change the depid es IN its products wiNaut notice. All Sales or Sika products) am subject to its current terms and conditions of sale which are avdlobb Of vrsvwaikncorl orbycaging800. 933.7452. Marco each use"any Sika product, the met must always rend and followthe wintings and Inspuglonsm the product's most Conan, Technical Me Sheet, product label and Material Safety Dab Sheet which are avallable online at www.slkaconmructloncom orby eslung Sike'S Technical Sem[m DMAa e0atltOd-9537452, Nothlml Contained In any Sika mderials relieves the woman Me obllgdbn to read and followthewamings and tm"d]onfw"M Sika productes Petrone in thecurrest Technical Data seem, product label and Material Saloty Data shed priortopreduct use. LIMITED WARRANTY: SSka wananls INC product for one year from date of installation to be free from manufacturing defects and to meet the technical properties on Me comet Technical Oda Sheet if used as directed within shelf life. User determines Carl of product fm intended Regional Information and Sales Centers. For the location of your nearesl SIM sales office, corded your regional center Sika Cmporenue Sika Canada Inc. Sika Maxicare S.A. da C.V. 201 Polito Avenue 601 Delmar Avenue Foreland Librel Km. 5.5 Lyn points Claire Industrial aotare ra Balva V 2 Phone: 800-933-7452 -9 3-745 nuebe: 97- Comas Ouerebro C.P. Fax: Fax: 201- 9336225 1- 933.6225 Phone: 14- 7-2810 C.P. 78920 76920 15pkdad.ra Fez: 514. 5942792 - 694 - Phone: 5244223537 Skaederod recandiatredameAs Fax: 52 442 2250537 made in made m USA Pnmea in Ganaaa. CONCRETE RESTORATION SYSTEMS Part 1— General 1.01 Summary 0 0 DIVISION 3 - CONCRETE Section - 03930 Concrete Rebabilitation Spec Component: SC -005 -0103 Sikadur52 A. This specification describes the grouting of cracks by gravity flow with an epoxy resin adhesive. 1.02 Quality Assurance A. Manufacturing qualifications: The manufacturer of the specified product shall be 1S0 9001/9002 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 received 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 new the work zone due to mixing and handling of the specified material. 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 five (5) years, beginning with date of substantial completion of the project. n L Part 2 - Products 2.01 Manufacturer 0 A. Sikadur 52, as manufactured by Sika Corporation, is considered to conform to the requirements of this specification. 2.02 Materials A. Epoxy resin adhesive binder: t. Component "A" shall be a modified epoxy resin of the diglycidiether bisphenol A Type containing suitable viscosity control agents. It shall not contain butyl glycidyl ether. 2. Component 'B: shall be primarily a reaction product of a selected amine blend with an epoxy resin of the diglycidiether bisphenol A Type containing suitable viscosity control agents, pigments, and accelerators. 3. The ratio of Component "A ": Component `B" shall be 2:1 by volume. 2.03 Performance Criteria A. Typical Properties of the mixed epoxy resin adhesive binder: I. Pot life: 25 -30 minutes 2. Tack -free time to touch (3 -5 mil thickness at 73F): 5 - 7 hours 4. Color: clear, pale yellow B. Typical Properties of the mixed neat cured epoxy resin adhesive binder: 1. Compressive Properties (ASTM D -695) at 28 days a. Compressive Strength: 12,000 psi min (82.7 MPa) b. Modulus of Elasticity: 350,000 psi (1,379.3 MPa) 2. Tensile Properties: (ASTM D -638) at 14 days a. Tensile Strength: 7,900 psi min (54 MPa) b. Elongation at Break: 3.1% c. Modulus of Elasticity: 200,000 psi (2551.7 MPa) 3. Flexural Properties: (ASTM D -790) at 14 days a. Flexural Strength (Modulus of Rupture): 5,400 psi min (37.2 MPa) b. Tangent Modulus of Elasticity in Bending: 380,000 psi (2,620.6 MPa) 4. Shear Strength (ASTM D -732) at 14 days: 4300 psi min (29.6 MPa) 5. Total water absorption (ASTM D -570) at 7 days: 1.5% (2 hour boil) 6. Bond Strength (ASTM C -882) Hardened Concrete to Hardened Concrete a. 2 days (dry cure): 3000 psi min (20.6 MPa) b. 14 days (moist cure): 2200 psi min (15.1 MPa) 7. Deflection Temperature (ASTM D -648) at 14 days: 124F min. (fiber stress loading = 264 psi) Note: Tests above were performed with the material and curing conditions @ 71°F— 75°F and 45-55% relative humidity. 0 Part 3 — Execution 3.01 Surface Preparation 0 A. Vee notch the surface of the crack with mechanical router or hand chipping tool to a maximum width of /. ". Remove loose debris. The substrate maybe dry or damp prior to product application. Where accessibilty to the underside of the slab is available, seal all visible cracks with an epoxy resin adhesive paste or Portland cement -based quicksetting compound to act as a dam to hold the liquid epoxy resin adhesive until cured. 3.02 Mixing and Application A. Mixing the epoxy resin adhesive binder: Premix each component. Proportion 2 parts by volume of Component "A" and 1 part of Component `B" by volume into a clean, dry mixing pail. Mix thoroughly for 3 minutes min. with ajiffy paddle on a low -speed (400 -600 rpm) drill. Mix only that quantity of material that can be used within its pot life (20 -30 minutes at 7317). B. Placement Procedures: Place the mixed epoxy resin adhesive into the vee -notch crack. Replenish the reservoir with the mixed epoxy resin adhesive until the crack has been completely filled. B. If penetration of any crack is impossible, consult the Engineer before discontinuing the procedure. If modification of proposed procedure is required to fill the crack, submit modification in writing to the Engineer for acceptance prior to proceeding. C. Adhere to all limitations and cautions for the epoxy resin adhesive binder in the manufacturers current printed literature. 3.03 Cleaning A. The uncured epoxy resin adhesive can be cleaned from tools with m approved solvent. The cured epoxy resin adhesive can only be removed mechanically. B. Leave finished work and work area in a neat, clean condition without evidence of spillovers onto adjacent areas. MOMIIIR 0 0 Sikadur 52 Crack Filler (Horizontal) L .4 4 <1 O y Q a D , D C v D O v � V D 1. Pour neat Sikadur 52 epoxy resin adhesive into vee- notched cracks. 2. Continue placement until cracks are completely filled. Note: Prior to filling, seal underside of slab if cracks reflect through. 0 0 Product Data Sheet .z Edition 6.2003 Identification no. 525 -501 ' SikaGrout 212 r.,. SikaGrout® 212 High performance, cementitious grout .. Description SikaGrout 212 is a non-shrin k, cementitious grout with a unique 2-stage shrinkage compen- satingmechanism. mechanism. It is non- metallic and contains no chloride. ' • - With a special blend of shrinkage - reducing and plasticizing /water- reducing agents, • SikaGrout 212 compensates forshrinkage in both the plastic and hardened states. A structural grout, SikaGrout 212 provides the advantage of multiple fluiditywith a single component. SikaGrout 212 meets Corps of Engineers' Specification CRD C -621 and ASTM ' C -1107 (Grade C). Where to Use a Useforstructural grouting of column baseplates, machine base plates, anchorrods, ' bearing plates, etc. • . Useon grade, above and belowgrade, indoors and out. . Multiple fluidity allows easeof placement: ram in placeasa dry pack, trowel-applyas a mediumflow, pouror pump as high flow. Advantages . Easytouse ... justaddwater. . Multiple fluid itywith one material- - . Non - metallic, will notstainorrust. . Low bleed. . Low heat build -u p. . Excellent for pumping: Does notsegregate ... even at high flow. Nobuild-upon equipment hopper. . Non - corrosive, does not contain chlorides. . Superiorfreezefthaw resistance. ' ■ Res ista nt to oi I a nd wate r. . MeetsCRDC -621. . Meets ASTM C -1107 (Grade C). ?; . Shows positive expansion when tested in accordancewith ASTM C-827. • . SikaGrout212isUSDA- approved. Coverage Approximately 0.44 cu. ft. /bag at high flow. • i Packaging 1-6 lb. pail, 6 /case, 36/pallet; 50 -lb. multi -wall bags; 36 bags /pallet. .. ? Typical Data (Material and curing conditfons @ 73 °F(23 0C) and 50% R.H.) Shelf Life One year in original, unopened bags. Storage Conditions Store dry at 40' -WF (4'- 35 °C). Condition material to 65' -75'F ' before using. Color Concrete gray Flow Conditions Plastic' Flowable' Fluid2 Typical Water Requirements: 6 pt.+ 6.5 pt. 8.5 pt • Set Time (ASTM C -266): Initial 3.5 -4.5 hr. 4.0 -5.0 hr. 4.5 -6.5 hr. Final 4.5 -5.5 hr. 5.5-6.5 hr. 6.0 -8.0 hr. Tensile Splitting Strength, psi (ASTM C496) 28 day 600 (4.1 MPa) 575 (3.9 MPa) 500 (3.4 MPa) Flexural Strength, psi (ASTM C-293) 28 day 1,400 (9.6 MPa) 1,200 (8.2 MPa)1,000 (6.8 MPa) Bond Strength, psi (ASTM C-882 modiffed): Hardened concrete to plastic grout 28 day 2,000 (13.7 MPa) 1,900(13.1 MPa)1,900 (111 MPa) Expansion % (CRD C-621) 28 day +0.021% +0.056% +0.027% Compressive Strength, psi (CRD C -621) 1 day 4,500 (31.0 MPa) 3,500 (24.1 MPa) 2,700 (18.6 MPa) 7 day 6,100 (42.0 MPa) 5,700 (39.3 MPa) 5,500 (37.9 MPa) 28 day 7,500 (51.7 MPa) 6,200 (42.7 MPa) 5,800 (40.0 MPa) 'CRDC- 227.100-124 %(Om51b), 124.145 %rlo UE) CRD Con 1: 1030 5 BfilW J,M 0 0 1� 4•'A � T.f 1+- 1 V, 1.- ..'.. ti r t How to Use �i :. Surface Preparation Remove all dirt, oil, grease, and other bond - inhibiting materials by mechanical means. ^ �r gen. Use of safety goggles and chemical resistant gloves is recommended. In case of high dust Anchor bolts to be grouted must be de-greased with suitable solvent. Concrete must be X7:4. _t, }' First Aid sound and roughened to promote mechanical adhesion. Prior to pouring, surface should be . `:. broughttoa saturated surface-drycondition. Clean Up In case of spillage, ventilate area of spill, confine spill, vacuum or scoop into appropriate container. Forming For pourableg rout, construct formstoretaing rout without leakage. Forms ahouldbeIined Can be removed with water. Cured material can only be removed mechanically. or coated with bond-breakerfor easy removal. Forms should be sufficiently high to accom- NOT FOR INTERNAL CONSUMPTION FOR INDUSTRIAL USE ONLY modate headofgrout.Wheregrout -tight form is difficult to achieve, use SikaGrout 212 in dry - + ,'.• pack consistency. . x'`f„ .- . Mixing Mix manuallyor mechanically. Mechanically mixwith low-speed drill (400-600 rpm) and Sika - , mixing paddle or in appropriately sized mortar mixer. SPECIAL OR CONSEQUENTIAL DAMAGES. Product Extension: Fordeeperapplications, SikaGrout 212(plasticand flowable consistencies ' d "' •' Regional Information and Sales Centers. Forthe location of your nearest Sika sales office, contact your regional center. only) maybe extended with 25 lbs. of 3/8" pea gravel. Theaggregatemllstbenon- reactive, Sika Corporation Sika Canodalne. Sika MexicaniS.A. do C.V. ou AL IT 201 Polito Avenue 601 DelmarAvenue Cannanore Libre Celaya Km. 8.5 clean, well-graded, saturated surface dry, have lowabsorption and high density, and complywith Lyndhurst, NJ 07071 Pointe Claire Corregidoda, Queretaro ' Phone: 800 -933 -7452 Quebec H9R4A9 C.P. 76920A.P. 136 ASTM C33 size number 8 perTable 2. Add the pea gravel after the water and SikaGrout 212. Fax 201- 9333225 Phone: 514697 -2610 Phone: 5242 25 0122 Mixing Procedure Make sure all forming, mixing, placing, and clean-up materials are on hand. Add appropriate • �r +' uantit of clean water to ach !eve desired flow Add bac ofpowdertomixingvessel Mixtoa 1� 4•'A � T.f 1+- 1 V, 1.- ..'.. ti r Q y 9 uniform consistency, minimum of 2 minutes. Ambient and material temperature should be as close as possible to 70° F If higher, use cold water; if colder, use warm water. Application Within 15 minutes after mixing, place grout into forms in normal mannerto avoid air entrap- ment. Vibrate, pump, or ram grout as necessary to achieve flow or compaction. SikaGrout 212 must be confined in eitherthe horizontal or vertical direction leaving minimum exposed surface. After grout has achieved final set, remove forms, trim or shape exposed grout shoulders to designed profile. SikaGrout 212 is an excellent grout for pumping, even at high flow. For pump recommendations, contact Technical Service. Wet cure for a minimum of 3 days or apply a curing compound which complies with ASTM C -309 on exposed surfaces. Limitations to Minimum ambient and substrate temperature 45 °F and rising at time of application. is Minimum application thickness: 1/2 in. is Maximum application thickness (neat):2 in. Deepera pplications are possible, please contact S ika's technical services department. or Donotuseasa patching oroverlaymortarorin unconfined areas. of Material must be placed within 15 minutes of mixing. is As with all cement based materials, avoid contact with aluminum to prevent adverse chemical reaction and possible product failure. Insulate potential areas of contact by coating aluminum bars, rails, posts etc. with an appropriate epoxy such as Sikadur Hi- Mod 32. Caution Irritant t • �i lists crystalline silica as having sufficient evidence of carcinogenicity in laboratory animals and rti gen. Use of safety goggles and chemical resistant gloves is recommended. In case of high dust concentrations or exceedanoe of PELs, use an appropriate NIOSH approved respirator. Remove Contaminated clothing. First Aid In rase of skin contact, wash thoroughly with soap and water. For eye contact, flush immediately with plenty of water for at least 15 minutes; contact physician Immediately. Wash clothing before re -use. Clean Up In case of spillage, ventilate area of spill, confine spill, vacuum or scoop into appropriate container. Dispose of in accordance with current applicable kxmi, state and federal regulations. Uncured material Can be removed with water. Cured material can only be removed mechanically. KEEP CONTAINER TIGHTLY CLOSED KEEP OUT OF REACH OF CHILDREN Q y 9 uniform consistency, minimum of 2 minutes. Ambient and material temperature should be as close as possible to 70° F If higher, use cold water; if colder, use warm water. Application Within 15 minutes after mixing, place grout into forms in normal mannerto avoid air entrap- ment. Vibrate, pump, or ram grout as necessary to achieve flow or compaction. SikaGrout 212 must be confined in eitherthe horizontal or vertical direction leaving minimum exposed surface. After grout has achieved final set, remove forms, trim or shape exposed grout shoulders to designed profile. SikaGrout 212 is an excellent grout for pumping, even at high flow. For pump recommendations, contact Technical Service. Wet cure for a minimum of 3 days or apply a curing compound which complies with ASTM C -309 on exposed surfaces. Limitations to Minimum ambient and substrate temperature 45 °F and rising at time of application. is Minimum application thickness: 1/2 in. is Maximum application thickness (neat):2 in. Deepera pplications are possible, please contact S ika's technical services department. or Donotuseasa patching oroverlaymortarorin unconfined areas. of Material must be placed within 15 minutes of mixing. is As with all cement based materials, avoid contact with aluminum to prevent adverse chemical reaction and possible product failure. Insulate potential areas of contact by coating aluminum bars, rails, posts etc. with an appropriate epoxy such as Sikadur Hi- Mod 32. Caution Irritant Suspect carcinogen - contains portland cement and crystalline silica. Skin and eye irritant. Avoid breathing dust. Use only with adequate ventilation. May cause delayed lung injury (silicosis). IARC lists crystalline silica as having sufficient evidence of carcinogenicity in laboratory animals and limited evidence of carcinogenicity in humans. NTP also lists crystalline silica as a suspect carcino- gen. Use of safety goggles and chemical resistant gloves is recommended. In case of high dust concentrations or exceedanoe of PELs, use an appropriate NIOSH approved respirator. Remove Contaminated clothing. First Aid In rase of skin contact, wash thoroughly with soap and water. For eye contact, flush immediately with plenty of water for at least 15 minutes; contact physician Immediately. Wash clothing before re -use. Clean Up In case of spillage, ventilate area of spill, confine spill, vacuum or scoop into appropriate container. Dispose of in accordance with current applicable kxmi, state and federal regulations. Uncured material Can be removed with water. Cured material can only be removed mechanically. KEEP CONTAINER TIGHTLY CLOSED KEEP OUT OF REACH OF CHILDREN NOT FOR INTERNAL CONSUMPTION FOR INDUSTRIAL USE ONLY CONSULT MATERIAL SAFETY DATA SHEET FOR MORE INFORMATION 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. NO OTHER WARRANTIES EXPRESS OR IMPLIED SHALL APPLY INCLUDING ANY WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE, SIKA SHALL NOT BE LIABLE UNDER ANY LEGAL THEORY FOR SPECIAL OR CONSEQUENTIAL DAMAGES. Visit our webske at www.sikausa."nn 1 SOOA33SIKA NATIONWIDE Regional Information and Sales Centers. Forthe location of your nearest Sika sales office, contact your regional center. Lo Sika Corporation Sika Canodalne. Sika MexicaniS.A. do C.V. ou AL IT 201 Polito Avenue 601 DelmarAvenue Cannanore Libre Celaya Km. 8.5 Lyndhurst, NJ 07071 Pointe Claire Corregidoda, Queretaro Phone: 800 -933 -7452 Quebec H9R4A9 C.P. 76920A.P. 136 Fax 201- 9333225 Phone: 514697 -2610 Phone: 5242 25 0122 Fax 514- 694 -2792 Fax: 52 42 25 0537 k7�VF.MkN $Ike and sIXaGmN are mannered irademaNS. Made in USA. NMW in USA. 0 0 Product Data Sheet Application Temperature 40° to 100 °F. Sealant should be installed when joint is at mid -range of Its 920, Type S, Grade NS, Class 35, use T, NT, 0, M. G, I; Canadian standard CAN/CGSB 19,13 -M87. Edition 1.11.2008 • Designed for all types of joints where maximum depth of sealant will not exceed 112 in. 40° to 170 °F Identification no. 431 Tack -free time 4 hours 1.."W: m, Clq.l • Sikaflex -1a • Suitable for vertical and horizontal joints; readily placeable at 40 °F. amua: awnn..ucooasr•m ■ Has many applications as an elastic adhesive between materials with dissimilar coefficients of expansion. Crn: Paes ✓ EH135% Camp.-36% _ Advantages • Eliminates time, effort, and equipment for mixing, filling cartridges, pre- heating or thawing, and cleaning rpMlc Ma [Aluminum,G s Sikaflex® -1 a Peel Strength • Fast tack -free and final are times. Concrete • High elasticity - cures to a tough, durable, flexible consistency with exceptional cut and tear - resistance. cmt naoop np One Aluminum Mida.w1win o Willi part polyurethane, • Excellent resistance to aging, weathering. ,M., M1.1A ++ .. elastomeric sealant/adhesive 0% t + t Description Sikaflex -1 a is a premium-grade, high - performance, moisture- cured, 1- component, polyurethane- based, non -sag elastomeric sealant. Meets Federal specificafion TT- S -00230C, Type II, Class A. Meets ASTM C- Application Temperature 40° to 100 °F. Sealant should be installed when joint is at mid -range of Its 920, Type S, Grade NS, Class 35, use T, NT, 0, M. G, I; Canadian standard CAN/CGSB 19,13 -M87. Where to Use • Designed for all types of joints where maximum depth of sealant will not exceed 112 in. 40° to 170 °F • Excellent for small joints and fillets, windows, door frames, reglets, flashing, common roofing detail ap- Tack -free time 4 hours plications, and many construction adhesive applications. Tack -free to touch 3 hours • Suitable for vertical and horizontal joints; readily placeable at 40 °F. Final cure 4 to 7 days ■ Has many applications as an elastic adhesive between materials with dissimilar coefficients of expansion. • Submerged conditions, such as canal and reservoirjoints. _ _ Advantages • Eliminates time, effort, and equipment for mixing, filling cartridges, pre- heating or thawing, and cleaning Adhesion in Peel (TT- S -00230C, ASTM C 794) of equipment. Peel Strength • Fast tack -free and final are times. Concrete • High elasticity - cures to a tough, durable, flexible consistency with exceptional cut and tear - resistance. 0% • Stress relaxation. Aluminum • Excellent adhesion - bonds to most construction materials without a primer. 0% • Excellent resistance to aging, weathering. Glass • Proven in tough climates around the world. 0% • NSF Registered, meets 1998 USDA guidelines. • Odorless, non - staining. • Jet fuel resistant. • NSF Certified to NSF /ANSI Standard 61 for potable water contact. • Urethane - based; suggested by EPA for radon reduction. • Paintable with water -, oil- and rubber -based paints. • Capable of ±35 %joint movement. Coverage 10.3 fl. oz. cartridge seals 12.4 lineal ft. of 112 x 1/4 in. joint. 20 fl. oz. uni-pac sausage seals 24 lineal ft. of 1/2 x 1/4 in. ioint. Packaging Disposable 10.3 fl. oz., moisture-proof composite cartridges, 24 1case; and uni -pac sausages, 20 fl. oz., 20 /carton. Typical Data (Material and curing conditions @ 73 °F (23 °C) and W. R.H.) Shelf Life 10.3 fl. oz. cartridges 15 months 20 fi. oz. uni -pac sausages 15 months 5 gallon pail 9 months 55 gallon drum 9 months Storage Conditions Store at 40 °-95 °F (4`- 36 *C). Condition material to 65 ° -75 °F before using Colors White, colonial white, aluminum gray, limestone, black, dark bronze, capitol tan. Special architectural colors on request. Application Temperature 40° to 100 °F. Sealant should be installed when joint is at mid -range of Its Elongation at Break anticipated movement. Service Range 40° to 170 °F Curing Rate Tack -free time 4 hours 35 psi (0.24 MPa) Tack -free to touch 3 hours Final cure 4 to 7 days Tear Strength (ASTM D- 624) 551b.An. Shore A Hardness (ASTM D -224D) 21 day 40 ±5 Tensile Properties (ASTM D4121 21 day Tensile Stress 175 psi (1.21 MPa) Elongation at Break 550% Modulus of Elasticity 25% 35 psi (0.24 MPa) 50% 60 psi (0.41 MPa) 100% B5 psi (0.59 MPa) Adhesion in Peel (TT- S -00230C, ASTM C 794) Substrate Peel Strength Adhesion Loss Concrete 201b. 0% Aluminum 20 lb. 0% Glass 20 lb, 0% Weathering Reaistance Excellent Chemical Resistance Good resistance to water, diluted acids, and diluted alkalises. Consult Technical Service for specific data. How to Use Surface Preparation Clean all surfaces. Joint walls must be sound, clean, dry, frost -free, and free of oil and grease. Curing compound residues and any other foreign matter must be thoroughly removed. Install bond breaker tape or backer rod to prevent bond at base of joint. 5 Priming Priming is not usually necessary. Most a substrates only require priming if testing indicates a need or where sealant will be subjected to water immersion after cure. Consult S'kafl ex Amer P Technical a D to Sheet 0 Linear Feet of Sealant per Gallon Depth 154.0 77.0 " 102.7 77.0 38.5 25.7 19.3 ' 61.6 30.8 20.5 15.4 12.3 51.3 25.7 17.1 12.8 10.3 8.6 or Technical Service for additional information on priming Application Recommended application temperatures: 40 °- 100 °F. For cold weather application, condition units at ap- proximately 70 °F; remove prior to using. For best performance, Sikaflex-ta should be gunned into joint when joint slot is at midpoint of its designed expansion and contraction. Place nozzle of gun into bottom of the joint and fill entire joint. Keep the nozzle in the sealant, continue on with a steady flow of sealant preceding the nozzle to avoid air entrapment. Avoid overlapping of sealant to eliminate entrapment of air. Tool sealant to ensure full contact with joint walls and remove air entrapment. Joint dimension should allow for 114 inch minimum and 1/2 inch maximum thick- ness for sealant. Proper design is 2:1 width to depth ratio. For use in horizontal joints in traffic areas, the absolute minimum depth of the sealant is 112 in. and closed cell backer rod is recommended. Limitations as Allow 1-week cure at standard conditions when using Sikaflex -1a in total water immersion situations and prior to painting. as When overcoating with water, oil and rubber based paints, compatibility and adhesion testing is essential. • Avoid exposure to high levels of chlorine. (Maximum continuous level is 5 ppm of chlorine.) as Maximum depth of sealant must not exceed 112 in.; minimum depth is 114 in. ■ Maximum expansion and contraction should not exceed 25% of average joint width. as Do not cure in the presence of curing silicone sealants. • Avoid contact with alcohol and other solvent cleaners during cure. • Do not apply when moisture- vapor - transmission condition exists from the substrate as this can cause bubbling within the sealant. • Use opened cartridges and uni -pac sausages the same day. • When applying sealant, avoid air - entrapment. • Since system is moisture-cured, permit sufficient exposure to air. to White color tends to yellow slightly when exposed to ultraviolet rays. • Light colors can yellow if exposed to direct gas fired heating element. • The ultimate performance of Sikaflex -1a depends on good joint design and proper application with joint surfaces properly prepared. to The depth of sealant in horizontal joints subject to traffic is 112 in. • Do not tool with delergerrt or soap solutions. • Do not use in contact with bltuminous/asphalfic materials. Caution Irritant Keep away from open flames and high heat. Contains xylene; avoid breathing vapors. Use with adequate ventilation. Combustible Avoid skin and eye Contact. Use of NIOSH approved organic vapor respirator, safe and chemical-resistant gloves reci mended. Remove contaminated clothing and shoes. First Aid In case of skin Contact, wash thoroughly with soap and water. For eye Contact, flush immediately with plenty of water for at least 15 minutes; Contact physician. Wash Clothing before re -use. Discard conlarcinated shoes. Clean Up Uncured material can be removed with approved solvent. Cured material can only be removed mechanically. For spillage, _ Collect, absorb, and dispose of In accordance with current. applicable local, state, and federal regulations. KEEP CONTAINER TIGHTLY CLOSED- KEEP OUT OF REACH OF CHILDREN • NOT FOR INTERNAL CONSUMPTION - FOR NDUSTRIAL USE ONLY Al information provided by Sam Corpomllon ('Ska) concommg Sika products, including but not limited to, any necummendaeons and advice relating n the lions, actual sae Conditions and other factors ouiside of Slka'a control arc such that Sika assumes no liability for the provision of such information, advice, recommeMagons or Instructions related n its protluds, nor shall any legal relationship be created by or arse from the provision of such information. advice. recommendations or insWccom related to its protluds. The user of the Sika product(s) must test the products) for suitability for the intended application and purpose before proceeding win the full application of the product(s). 51" reserves the right to change the properties of its products without notice. All sales of Sika produtlia) are subject tons anent teems and Conditions of sale yfiiM are available at weayilikacmncpm or by Calling m0.933 -7452. Pdorto each use Many Ease product, the User must always read and followthe warrants and mitemdlon ,on the product's most Current Technical Data Shed, product label and Maledal Safety Daft Sheet which are available online at vrvxesikacenstruction coon or by Calling Sam's Technical SoMm DopMmeMdaW-1 7462. Nothing contained in my Sib matedNa mileves the userefthe obligation to read and followdie warnings and irmbuctlonfor Sash Sika product as aetimb In thecurna tTechnical We Sheet, product Iffiel and Matetlal Safety Data Shed priorto productuse. Slka warrants this product for one year from dale of installation to be free from manufacturing dialects and to meet the technical proper- ties on the current Technical Data Sheet if used as directed within shelf life. User ddennlnes smrabihty of product for intended use and as. Visit our weblike at www.sikaconstructlon.com 1.800- 933.SIHA NATIONWIDE Regional Information and Sales Centers. For the location of your nearest Sika sales office. contact your regional center. Sika Corporation Sike Canada Inc. Sika Maxicare S.A. de C.V. 851� 201Polito Avenue Poi Delmer Avenue Face. In titre Celayaera 8.5 V Lyndhund, Phone: 80 -9 07071 Pointe Claire Face. idom, Queretaro Phone: 800-933-7452 Quebec 14- 4A9 Corre6920 Queretaro Fax: 201- 933.6225 Fax 514-694-2792 C.P. 76920 •o eoaxmsa Fez: 514- 6942792 Phone: 52 442 2385800 sika and ate in U arc riiserm vent Fax 52 442 2250537 marks. Marla in USA. pooled in USA. 308.0 or Technical Service for additional information on priming Application Recommended application temperatures: 40 °- 100 °F. For cold weather application, condition units at ap- proximately 70 °F; remove prior to using. For best performance, Sikaflex-ta should be gunned into joint when joint slot is at midpoint of its designed expansion and contraction. Place nozzle of gun into bottom of the joint and fill entire joint. Keep the nozzle in the sealant, continue on with a steady flow of sealant preceding the nozzle to avoid air entrapment. Avoid overlapping of sealant to eliminate entrapment of air. Tool sealant to ensure full contact with joint walls and remove air entrapment. Joint dimension should allow for 114 inch minimum and 1/2 inch maximum thick- ness for sealant. Proper design is 2:1 width to depth ratio. For use in horizontal joints in traffic areas, the absolute minimum depth of the sealant is 112 in. and closed cell backer rod is recommended. Limitations as Allow 1-week cure at standard conditions when using Sikaflex -1a in total water immersion situations and prior to painting. as When overcoating with water, oil and rubber based paints, compatibility and adhesion testing is essential. • Avoid exposure to high levels of chlorine. (Maximum continuous level is 5 ppm of chlorine.) as Maximum depth of sealant must not exceed 112 in.; minimum depth is 114 in. ■ Maximum expansion and contraction should not exceed 25% of average joint width. as Do not cure in the presence of curing silicone sealants. • Avoid contact with alcohol and other solvent cleaners during cure. • Do not apply when moisture- vapor - transmission condition exists from the substrate as this can cause bubbling within the sealant. • Use opened cartridges and uni -pac sausages the same day. • When applying sealant, avoid air - entrapment. • Since system is moisture-cured, permit sufficient exposure to air. to White color tends to yellow slightly when exposed to ultraviolet rays. • Light colors can yellow if exposed to direct gas fired heating element. • The ultimate performance of Sikaflex -1a depends on good joint design and proper application with joint surfaces properly prepared. to The depth of sealant in horizontal joints subject to traffic is 112 in. • Do not tool with delergerrt or soap solutions. • Do not use in contact with bltuminous/asphalfic materials. Caution Irritant Keep away from open flames and high heat. Contains xylene; avoid breathing vapors. Use with adequate ventilation. Combustible Avoid skin and eye Contact. Use of NIOSH approved organic vapor respirator, safe and chemical-resistant gloves reci mended. Remove contaminated clothing and shoes. First Aid In case of skin Contact, wash thoroughly with soap and water. For eye Contact, flush immediately with plenty of water for at least 15 minutes; Contact physician. Wash Clothing before re -use. Discard conlarcinated shoes. Clean Up Uncured material can be removed with approved solvent. Cured material can only be removed mechanically. For spillage, _ Collect, absorb, and dispose of In accordance with current. applicable local, state, and federal regulations. KEEP CONTAINER TIGHTLY CLOSED- KEEP OUT OF REACH OF CHILDREN • NOT FOR INTERNAL CONSUMPTION - FOR NDUSTRIAL USE ONLY Al information provided by Sam Corpomllon ('Ska) concommg Sika products, including but not limited to, any necummendaeons and advice relating n the lions, actual sae Conditions and other factors ouiside of Slka'a control arc such that Sika assumes no liability for the provision of such information, advice, recommeMagons or Instructions related n its protluds, nor shall any legal relationship be created by or arse from the provision of such information. advice. recommendations or insWccom related to its protluds. The user of the Sika product(s) must test the products) for suitability for the intended application and purpose before proceeding win the full application of the product(s). 51" reserves the right to change the properties of its products without notice. All sales of Sika produtlia) are subject tons anent teems and Conditions of sale yfiiM are available at weayilikacmncpm or by Calling m0.933 -7452. Pdorto each use Many Ease product, the User must always read and followthe warrants and mitemdlon ,on the product's most Current Technical Data Shed, product label and Maledal Safety Daft Sheet which are available online at vrvxesikacenstruction coon or by Calling Sam's Technical SoMm DopMmeMdaW-1 7462. Nothing contained in my Sib matedNa mileves the userefthe obligation to read and followdie warnings and irmbuctlonfor Sash Sika product as aetimb In thecurna tTechnical We Sheet, product Iffiel and Matetlal Safety Data Shed priorto productuse. Slka warrants this product for one year from dale of installation to be free from manufacturing dialects and to meet the technical proper- ties on the current Technical Data Sheet if used as directed within shelf life. User ddennlnes smrabihty of product for intended use and as. Visit our weblike at www.sikaconstructlon.com 1.800- 933.SIHA NATIONWIDE Regional Information and Sales Centers. For the location of your nearest Sika sales office. contact your regional center. Sika Corporation Sike Canada Inc. Sika Maxicare S.A. de C.V. 851� 201Polito Avenue Poi Delmer Avenue Face. In titre Celayaera 8.5 V Lyndhund, Phone: 80 -9 07071 Pointe Claire Face. idom, Queretaro Phone: 800-933-7452 Quebec 14- 4A9 Corre6920 Queretaro Fax: 201- 933.6225 Fax 514-694-2792 C.P. 76920 •o eoaxmsa Fez: 514- 6942792 Phone: 52 442 2385800 sika and ate in U arc riiserm vent Fax 52 442 2250537 marks. Marla in USA. pooled in USA. First Aid In case of skin Contact, wash thoroughly with soap and water. For eye Contact, flush immediately with plenty of water for at least 15 minutes; Contact physician. Wash Clothing before re -use. Discard conlarcinated shoes. Clean Up Uncured material can be removed with approved solvent. Cured material can only be removed mechanically. For spillage, _ Collect, absorb, and dispose of In accordance with current. applicable local, state, and federal regulations. KEEP CONTAINER TIGHTLY CLOSED- KEEP OUT OF REACH OF CHILDREN • NOT FOR INTERNAL CONSUMPTION - FOR NDUSTRIAL USE ONLY Al information provided by Sam Corpomllon ('Ska) concommg Sika products, including but not limited to, any necummendaeons and advice relating n the lions, actual sae Conditions and other factors ouiside of Slka'a control arc such that Sika assumes no liability for the provision of such information, advice, recommeMagons or Instructions related n its protluds, nor shall any legal relationship be created by or arse from the provision of such information. advice. recommendations or insWccom related to its protluds. The user of the Sika product(s) must test the products) for suitability for the intended application and purpose before proceeding win the full application of the product(s). 51" reserves the right to change the properties of its products without notice. All sales of Sika produtlia) are subject tons anent teems and Conditions of sale yfiiM are available at weayilikacmncpm or by Calling m0.933 -7452. Pdorto each use Many Ease product, the User must always read and followthe warrants and mitemdlon ,on the product's most Current Technical Data Shed, product label and Maledal Safety Daft Sheet which are available online at vrvxesikacenstruction coon or by Calling Sam's Technical SoMm DopMmeMdaW-1 7462. Nothing contained in my Sib matedNa mileves the userefthe obligation to read and followdie warnings and irmbuctlonfor Sash Sika product as aetimb In thecurna tTechnical We Sheet, product Iffiel and Matetlal Safety Data Shed priorto productuse. Slka warrants this product for one year from dale of installation to be free from manufacturing dialects and to meet the technical proper- ties on the current Technical Data Sheet if used as directed within shelf life. User ddennlnes smrabihty of product for intended use and as. Visit our weblike at www.sikaconstructlon.com 1.800- 933.SIHA NATIONWIDE Regional Information and Sales Centers. For the location of your nearest Sika sales office. contact your regional center. Sika Corporation Sike Canada Inc. Sika Maxicare S.A. de C.V. 851� 201Polito Avenue Poi Delmer Avenue Face. In titre Celayaera 8.5 V Lyndhund, Phone: 80 -9 07071 Pointe Claire Face. idom, Queretaro Phone: 800-933-7452 Quebec 14- 4A9 Corre6920 Queretaro Fax: 201- 933.6225 Fax 514-694-2792 C.P. 76920 •o eoaxmsa Fez: 514- 6942792 Phone: 52 442 2385800 sika and ate in U arc riiserm vent Fax 52 442 2250537 marks. Marla in USA. pooled in USA. _ C Spec Component: SC -069 -0199 SYSTEMS Sikaflex -la 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 joints and cracks with a one-component, gun - grade, elastomeric polyurethane sealant. 1.02 Quality Assurance A. Manufacturing qualifications: The manufacturer of the specified product shall be ISO 9001/9002 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 received 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 mme, 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 coating. 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 five (5) years, beginning with date of substantial completion of the project. 0 0 Part 2 - Products 2.01 Manufacturers A. Sikaflex -1 a, 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. Polyurethane sealant: 1. The joint sealant shall be a one - component, gun grade, polyurethane -base material. It shall be applicable in horizontal, vertical, and overhead joints. The sealant shall cure under the influence of atmospheric moisture to form an elastomeric substance. B. Any primers, as required, recommended by the manufacturer of the specified product, approved by the engineer. C. Backer rod or bond breaker tape, as approved by the engineer. 2.03 Performance Criteria A. Properties of the uncured polyurethane sealant: 1. Initial Cure (Tack -Free Time): TT- S- 00230C - 4 hours •- 7 days 2. Consistency: non -sag 3. Color: 7 architectural standard colors B. Properties of the cured polyurethane sealant: 1. Tensile Properties (ASTM DA12) at 21 days a. Tensile Stress: 200 -psi min.(1.37 MPa) b. Elongation at Break: 500% c. Modulus of Elasticity 25% 35 psi (0.24 MPa) 50% 60 psi (0.41 MPa) 100% 85 psi (0.59 MPa) 2. Shore A Hardness (ASTM D -2240) at 21 days: 40+/- 5 3. Tear Strength (ASTM D-624) at 21 days: 50 lb. /in. 4. Adhesion in Peel (TT- S- 00230C, ASTM C 794) a. Concrete: 20 -1b. min. - 0% Adhesion Loss b. Aluminum: 20 -lb. min. — 0% Adhesion Loss c. Glass: 20 -lb. min. — 0% Adhesion Loss 5. Service Range: 40° to 170OF (4(° to 77 ° C) 6. The sealant shall conform to Federal Specification TT- S- 00230C, Type 11, Class A. 7. The sealant shall conform to ASTM C -920, Type S, Grade NS, Class 25. Final Cure 4 8. The sealant must comply with ANSI Standard 61(NSF Approval) for use in contact with potable water. 9. The sealant shall be non - staining. Note: Tests were performed with material and curing conditions at W -75 °F and 45-55% relative humidity. n u Part 3 - Execution 3.01 Surface Preparation 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. Placement Procedure: Prime substrate as required based upon the recommendations of the manufacturer of the specified product, when field testing indicates need, and when thejoints will be subject to immersion after cure, as approved by the Engineer. 2. 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. 3. 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. 4. Install sealant into the prepared joints when the joint is at the mid -point of its expansion and contraction cycle. Place the nozzle of the gun, either hand, air, or electric powered, into the bottom of the joint and fill entire joint. Keep the tip of the nozzle in the sealant; continue with a steady flow of sealant preceeding the nozzle to avoid air entrapment. Avoid overlapping the sealant to eliminate the entrapment of air. Tool as required to properly fill the joint. 5. Adhere to all limitations and cautions for the polyurethane sealant as stated in the manufacturer's printed literature. B. Cracks: For best performance sealant should be gunned into crack to a minimum of 1 /4" in depth. Place the nozzle of the gun, either hand, air or electric powered, into the bottom of the crack and fill entire crack. Keep the tip of the nozzle in the sealant. Continue with a steady flow of sealant preceeding the nozzle to avoid air entrapment. Avoid overlapping the sealant to eliminate the entrapment of air. Tool as required to properly fill the crack. 2. Adhere to all limitations and cautions for the polyurethane sealant as stated in the manufacturer's printed literature. 3.03 Cleaning A. The uncured polyurethane sealant can be cleaned with an approved solvent. The cured polyurethane sealant can only be removed mechanically. B. Leave finished work and work area in a neat, clean condition without evidence of spillovers onto adjacent areas. 0 SC -069 Sikaflex ® -la Crack Filler Figure 1 - Surface Seal 1. Surface seal cracks up to a'' /a" wide by gunning Sikaflex -la into crack. 2. Tool as required to properly fill crack. Note: Prior to applying any coating, allow sealant to cure for 7 days. Figure 2 - Notch & Seal 1. Gun Sikaflex -1 a into prepared crack to a minimum depth of 1/4". 2. Tool as required to properly fill crack. 0 --C-- Concrete Restoration Systems by Sika Corporation, 201 Polito Avenue, Lyndhurst, NJ 07071 0 0 SC -069 Sikaflex® -la Expansion Joint Filler 1. Install appropriate backer material to prevent three -sided adhesion and to control sealant depth. 2. Sikaflex -1 a should be gunned into joint at mid -point of designed expansion and contraction cycle. 3. Tool as required to properly fill joints. Note: Sikaflex -la is designed for all types of joints where sealant will not exceed 1/2" in depth. Proper joint design is 2:1 width to depth ratio. Concrete Restoration Systems by Sika Corporation, 201 Polito Avenue, Lyndhurst, NJ 07071 0 Product Data Sheet Edition 1.11.2008 Identification no. 464 Sikaflex -2c NS Sikaflex ® -2c NS Two - component, non -sag, polyurethane elastomeric sealant Description Sikaflex -2c NS is a 2- component, premium - grade, polyurethane- based, elastomeric sealant. It is principally a chemical cure in a non-sag consistency. Meets ASTM C -920, Type M, Grade NS, Class 25, use T, NT, M, G, A. O, 1 and Federal Specification TTS- 00227E, Type II, Class A. Tested in accordance with ASTM C- 1382 for use in EIFS systems. Where to use a Intended for use in all properly designed working joints with a minimum depth of 114 inch. Ideal for vertical and horizontal applications. Placeable at temperatures as low as 40 °F. ■ Adheres to most substrates commonly found in construction. An effective sealant for use in Exterior Insulation Finish Systems (EIFS). Submerged environments, such as canal and reservoir joints. Advantages . Capable of±50 %joint movement. Chemical cure allows the sealant to be placed in joints exceeding m in. in depth. High elasticity with a tough, durable, flexible consistency. Exceptional cut and tear resistance. Exceptional adhesion to most substrates without priming. Available in 40 architectural colors. Color uniformity assured via Color -pak system. Available in pre - pigmented Limestone Gray (no Color -pak needed). Non -sag even in wide joints. Easy to mix. Paintable with water -, oil-, and rubber -base paints. ANSUNSF 61 approval for contact with potable water. Jet fuel resistant. Coverage 1 gal. yields 231 cu. in. or 164 lin. ft. of a 1/2 in. x 114 in. joint. Ptckaging _1 ,5 gal, unit. 3 gal units. Color -pak is purchased separately. Limestone Gray color available pn Typical Data (Material and curing conditions 73 °F (23 °C) and 5(r/o R.H.) Shelf life Storage Conditions Colors Application Temperature Service Range Curing Rate (ASTM C-679) Tack -Free Time Final Cure Application Life Tear Strength Shore A Hardness Tenslle Properties (ASTM 0412) One year in original, unopened containers. Store dry at 40 ° -95 °F (4 °- 36'C). Condition material to 66° -76°F before using. A wide range of architectural colors are avail- able. Special colors available on request. 40° to 100T,, ambient and substrate temperatures. Sealant should be installed when joint is at mid- range of its anticipated movement. 40° to 170 °F (40 °45 °C). 6-8 hrs. 3 days 34 hrs. ASTM D-624 451bAn. ASTM D -2240 25 +_ 5 Tensile Strength at Break 120 psi Tensile Elongation 500% 100% Modulus 70 psi Adhesion in Peel (Fed Spec. TTS-00227E) Substrate Peel Strength %Adhesion Loss Concrete 25 lb. Zero Weathering Resistance Excellent Chemical Resistance Good resistance to water, diluted acids, diluted alkalines, and residential sewage. Consult Technical Service for specific data. How to Use Surface Preparation All joins wall surfaces must be dean, sound, and frost -free. Joint walls must be free of oils. grease, curing compound residues, and any other foreign matter that might prevent bond. Ideally this should be accomplished by mechanical means.6ond breaker tape or backer rod must be used in bottom of joint to prevent bond. B40 0 0 Priming Priming is typically not necessary. Most substrates only require priming it sealant will be subjected to water immersion after Sika Canada Inc. Cure. Testing should be done, however, on questionable substrates, to determine if priming is needed. Consuft Technical Service or Sikanex Primer Technical Data Sheet for additional information on priming. 601 Delmar Avenue Note: Most Exterior Insulation Finish Systems (EIFS) manufacturers recommend the use of a primer. When EIFS manu- R /V�',17 facturer specifies a primer or if on-site bond testing indicates a primer is necessary, Sikaftex 429 primer is recommended. Pointe Claire On-site adhesion testing Is recommended with final system prior to the start of a job. Mixing Pour entire contents of Component V into pail at Componend W. Add entire Contents of Color -pak into pail and mix with a Quebec HI NR 4A9 low -speed drill (400.600 rpm) and Sikaf ex Paddle' Mix for 3-5 minutes to achieve a uniform color and consistency. Scrape down sides of pail periodically. Avoid entrapment of air during mixing. Phone: 514-697 -2610 When mixing in cold weather ( <50 °F), do not force the mixing paddle to the bottom of the pail. After adding Component B' ao eadd:mso and Color -pak Into Component X, mix the top 112 to 314 at the pail during the first minute of mixing. After scraping down the fax 51M6g4 -2792 sides of the pail, mix again for another minute. The paddle should reach the bottom of the pail between the fast and second sma and 5ikaaexamrcgistemdtrsEe- minute of mixing. Scrape down the sides m the pail a second time and then mix for an addtional 2 -3 minutes until the seal- ant is well blended. mama. Made In USA Primed n USA. Color -pak must be used with tint base. For pre- pigmented Limestone base, just mix with low, speed drill and Slkaf- tax paddle (no Color -pak needed). Application Recommended application temperatures 40 °- 100 °F. PramrNi iticang units to approximately 70 °F is necessary when work. ing at extremes. Move preconditioned units to work areas just prior to application. Apply sealant only to dean, sound, dry, and frostdree substrates. Sikaftex-2c should be applied into joints when joint slot is at mid -point wits designed expansion and contraction. To place, load directly into bulk gun or use a follower plate loading system. Place nozzle of gun into bottom of joint and fill entire joint. Keeping the nozzle deep in the sealant, continue with a steady flow, of sealant preceding nozzle to avoid air en- trapment. Also, avoid overlapping of sealant since this also entraps air. Joint dimension should allow for 114 inch minimum and 1/2 inch maximum thickness for sealant. Proper design is 2:1 width to depth ratio. Tool sealant to ensure full contact with joint walls and remove air entrapment. Limitations ■ The ultimate performance OF Sikaftex -2c NS depends on good joint design and proper application. • Minimum depth in working joint is 114 in. • Maximum expansion and contraction should not exceed 50% of average joint width. • Do not cure in the presence of curing silicones. • Avoid contact with alcohol and other solvent cleaners during Cure. • Allow 3 -day cure before subjecting sealant to total water immersion. • Avoid exposure to high levels of chlorine, (Maximum level is 5 ppm). • De not apply when moisture vapor transmission exists since this Can cause bubbling within the sealant. • Avoid over - mixing sealant. • Light Culw shades tend to yellow over time when exposed to ultraviolet rays. • Light colors Can yellow 9 exposed to direct gas fired heating elements. • When OWrcoating: an on -site test is recommended to determine actual compatibility. • The depth of sealant in horizontal joints subject t0 traffic is 112 inch. • In horizontal joints exposed to vehicular or fom traffic, 'TG" additive is recommended. See Sikaflex -2c NS TG data sheet for specific details. Caution —_._—___.._.._._....-- Component `A'; Indent- Avoid contact. Product is a skin, respiratory and eye irritant. Use of safety goggles and chemical resistant gloves recommended. Use of a NIOSH approved respirator required if PELs are exceeded. Use with adequate ventilation. Component 'B'; Combustible; Sensitizer; Irritant - Contains Xylene. Keep away from heal, sparks and open Same. Use with adequate ventilation. Product is a respiratory and skin sensitizer. Avoid contact. Product is an eye, skin, and respiratory irritant. Use of safety goggles and chemical resistant gloves recommended. Use of a NIOSH approved respirator required if PELs are exceeded. Flrct Aid Eyes — Rinse eyes thoroughly for fifteen minutes. Contact physician. Skin — Wash affected area thoroughly with soap and water. Remove contaminated clothing. If irritation persists contact physician. Inhalation — Remove to fresh air. If breathing stops, institute artificial respiration. Contact physician. Ingestion — Dilute with water. Contact physician. Clean Up Uncured material can be removed with approved solvent. Cured material can only be removed mechanically. For spillage, Collect, absorb, and dispose of in accordance with current, applicable local, state, and federal regulations. NOT FOR INTERNAL CONSUMPTION • FOR WMATRIAL WE ONLY All lions, actual site Conditions and other facture outside of Sika's ronbd are such that Sika assumes recommendations or instructions related to its products, nor total] any legal relationship be created t recommendmrons or instructions related to its products. The user of the Sea product(st most test and purpose before proceeding wart me full application of the products). Sika reserves the hurt All sales of Sika products) are subled tons current terns and conditions of sale which are avails Prior to cach use of any Sika product the user must always read and animate warnings and Dab Sheet. Oroduct label and Material Sarni Data Sheet which are available online at www. Sika warrants this product for one year from date of installation to be free from manufacturing defects and to meet the technical proper. ties on the current Technical Data Sheet if used as directed within shelf life. User determines suitability of product for intended use and as- sume. all risks euver's sole remedy shad be bmited to the ourchase once or renwar ent M product exclusive 0labor or cost of labor Regional Information and Sales Canters. For the location of your nearest Sika sets office, Commit your regional center. Sika Corporation Sika Canada Inc. Sika Maxicare S.A. 2a C.V. 201 Polito Avenue 601 Delmar Avenue Carreave Libre Cebya Km. 8.5 R /V�',17 Lyndhurst, NJ 07071 Pointe Claire Fracc. Industrial Salvatore Phone: 800- 933 -7452 Quebec HI NR 4A9 Comuldore, Queretaro Fax: 201- 933 -6225 Phone: 514-697 -2610 C.P. 76920 ao eadd:mso fax 51M6g4 -2792 Phone: 52 442 2385800 sma and 5ikaaexamrcgistemdtrsEe- Fax: 52 442 2250537 mama. Made In USA Primed n USA. CONCRETE RESTORATION Spec Component: SC-071 -0 100 SYSTEMS Sikaflex -2c 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 joints and cracks with a two - component, non -sag or self - leveling, elastomeric polyurethane sealant. 1.02 Quality Assurance A. Manufacturing qualifications: The manufacturer of the specified product shall be ISO 9001 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 received 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 coating. 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 five (5) years, beginning with date of substantial completion of the project. X f • Part 2 - Products 2.01 Manufacturers E A. Sikaflex -2c, as manufactured by Sika Corporation, 1682 Marion Williamsport Road, Marion, OH 43302 is considered to conform to the requirements of this specification. 2.02 Materials A. Polyurethane sealant: 1. The joint sealant shall be a two- component, non -sag or self - leveling, polyurethane -base material. It shall be applicable in horizontal, vertical, and overhead joints. The sealant shall be principally a chemical cure to form an elastomeric substance. The color shall be introduced through a "Color -pak" system or be pretinted from the manufacturer. B. Any primers, as required, recommended by the manufacturer of the specified product, approved by the engineer. C. Backer rod or bond breaker tape as approved by engineer. 2.03 Performance Criteria A. Properties of the mixed polyurethane sealant: I. Pot Life: 3-4 hours 2. Initial Cure (Tack -Free Time): 6 -8 hours 3. Consistency: non - sag /self - leveling 4. Color: more than 300 architectural colors available through color matching system B. Properties of the cured polyurethane sealant: I. Tensile Properties (ASTM D 412) at 14 days Non-sag Self - Leveling a. Tensile Strength at break: minimum 120 psi 175 psi b. Tensile Elongation: minimum 500% 6500/. c. Modulus of Elasticity- 100% Elongation 75 psi, min. 100 psi, min. 2. Shore A Hardness (ASTM D -2240) at 14 days: a. Non -sag: 35 +/ -5 b. Self - leveling: 40 +/ -5 3. Tear Strength (ASTM D -624) at 14 days: non -sag 45 lbs. /in, self - leveling 100 lbs. /in 4. Adhesion in Peel (TT- S- 00227E, ASTM C-794) at 21 days a. Concrete: 25 -lb. min. 0% Adhesion Loss b. Aluminum: 30 -lb. min. 0% Adhesion Loss c. Glass: 30 -lb. min. 0% Adhesion Loss 5. Service Range: -40° to 170°F (40° to 77 °C) 6. The sealant shall conform to Federal Specification TT- S- 00227E, Type 1 and II, Class A. 7. The sealant shall conform to ASTM C -920, Type M, Grade P or NS, Class 25. 8. The sealant shall be capable of t50% of the average joint width when tested in accordance to the durability bond test of Federal Specification TT -S- 00227E and ASTM C -719. 9. The sealant shall be non- staining. 10. Final Cure: 3 days max. 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. Mixing of the polyurethane sealant: Pour out entire contents of Component B into pail of Component A. Add entire contents of Color -pak into pail and mix with low -speed drill (400 -600 rpm) and approved paddle. Mix for 3 -5 minutes to achieve a uniform color and consistency. Avoid entrapment of air during mixing. B. Joints: I. Placement Procedure: Prime all substrates as required based upon the recommendations of the manufacturer of the specified product, when field testing indicates need, and when the joints will be subject to immersion after cure, as approved by the Engineer. 2. 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. 3. 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. 4. Install sealant into prepared joints when the joint is at mid -point of its expansion and contraction cycle. a. Non -sag sealant: Load the sealant into a caulking gun. Place the nozzle of the gun, either hand or air or electric powered, into the bottom of the joint and fill entire joint. Keep the tip of the nozzle in the sealant, continue with a steady flow of sealant preceeding the nozzle to avoid air entrapment. Avoid overlapping the sealant to eliminate the entrapment of air. Tool, as required, to properly fill the joint. b. Self- leveling sealant: 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. 5. Adhere to all limitations and cautions for the polyurethane sealant in the manufacturer's printed literature. B. Cracks 1. Non -sag sealant: For best performance, sealant should be gunned into crack to a minimum of 1/4" in depth. Place the nozzle of the gun, either hand or air or electric powered, into the bottom of the crack and fill entire crack. Keep the tip of the nozzle in the sealant, continue with a steady flow of sealant precceding the nozzle to avoid air entrapment. Avoid overlapping the sealant to eliminate the entrapment of air. Tool as required to properly fill the crack. 2. Self- leveling sealant: 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. 3. Adhere to all limitations and cautions for the polyurethane sealant as stated in the manufacturers printed literature. 3.03 Cleaning A. The uncured polyurethane sealant can be cleaned with an approved solvent. The cured polyurethane sealant can only be removed mechanically B. Leave work area in a neat, clean condition without evidence of spillovers onto adjacent areas. • • SC -071 Sikaflex -2c NS /SL Crack Filler Figure 1 - Sikaflex -2c NS (non -sag) 1. Gun Sikaflex -2c NS into prepared crack, minimum depth '' /d'. 2. Tool as required to properly fill crack. Figure 2 - Sikaflex -2c SL (self-leveling) 1. Pour Sikaflex -2c SL into prepared crack, allow to flow and level as necessary. Minimum depth' /a ",'/2" in direct traffic areas. 2. Tool as required to properly fill crack. Fig.1 Pig. z Concrete Restoration Systems by Sika Corporation, 201 Polito Avenue, Lyndhurst, NJ 07071 SC 071 Sikaflex 2c NS /SL Expansion Joint Filler Figure 1 - Sikaflex -2c NS (non -sag) 1. Install appropriate backer material to prevent three -sided adhesion and to control sealant depth. 2. Sikaflex -2c NS should be gunned into joint at mid -point of designed expansion and contraction. 3. Tool as required to properly fill joints. Note: Sikaflex -2c NS is designed for all types of joints where maximum sealant depth will not exceed 1/2". Figure 2 - Sikaflex -2c SL (self-leveling) 1. Pour Sikaflex -2c SL into prepared joint, allow to flow and level as necessary. Minimum depth 1/4" to maximum depth 1 /2^ for working joint. Depth can be greater in non - working joint. 2. Tool as required to properly fill joint. ..5. . Fig. 2 Concrete Restoration Systems by Sika Corporation, 201 Polito Avenue, Lyndhurst, NJ 07071 .i. 7 i e' s'. 0 0 Product Data Sheet Edition 8.2003 Identification no. 188 SikaTop 123 Plus SikaTop ®123 PLUS Two - component, polymer- modified, cementitious, non -sag mortar plus FerroGard 901 penetrating corrosion inhibitor Description SikaTop 123 PLUS is a two-component, polymer - modified, portland cement, fast- setting, non -sag mortar. It is a high performance repair mortar for vertical and overhead surfaces, and offers the additional benefit of FerroGard 901, a penetrating corrosion inhibitor. Where to Use . On grade, above, and below grade on concrete and mortar. • On vertical and overhead surfaces. • As a structural repair material for parking structures, industrial plants, watedwaste water treatment facilities, roads, walkways, bridges, tunnels, dams, ramps, etc. • Approved for repairs over cathodic protection systems. Advantages . High compressive and flexural strengths. • High earlystrengths. • Increased freezeithaw d urability and resistance to de -icing salts. • Compatible with coefficient of thermal expansion of concrete- Passes ASTM • Increased density- imoroved carbon dioxide resistance (carbonation) without vaportransmission (not a vapor barrier). Enhanced with FerroGard 901, a penetrating corrosion inhibitor- reduces corrosion even in the adjacent concrete. Notflammable, non -toxic Conforms to ECA/USPHS standards forsurface contactwkh potablewater. USDAapproved. ANSI /NSF Standard6l potable waterapproved. Yield 0.39cu.ft. /unit. Packaging Component' A' - t gal. plasticjug;4/ carton. Component 'B' -44 lb.multi-wallbag. Typical Data(Materfalandcurfng conditions 73°F(23°C)and50 %R.H.) .................... ' Sheg Life Oneyear inoriginal, unopened packaging. Storage Conditions Store dryat 400-95 °F, Condition material to 650-7VF. before using. ProtectComponent'A' from freezing. Iffrozen, discard. Color Concretegreywhen mixed. Mixing Ratio Plant - proportioned Mt. Application Time Approximately t 5min. afteradding Component'B'to Component'A'. Application time is dependenton temperature and relative humidity. FintshingTime 20 to 60 min after combining,components: depends on temperature, relative humidity, and type of finish desired. Density(wetMix) 132lbs. /cu.ft. (2.2kgJl) Flexural Strength [ASTM C -293) 28days 2,OOOpsi(13.81VIPa) SpllttingTonsiteStrength(ASTMC -496) 28days 900 psi (6.2 MPa) Bond Strength* (ASTM C-882 modified) 28days 2,200 psi (15.2 MPa) Compressive Strength (ASTM C -109) 1 day 3,500 psi (24.1 MPa) 7 days 6,000 psi (41.4 MPa) 28days 7,000 psi (48.3 MPa) Permeabllity (AASHTOT -277) 28days Approximately 500Coulombs. Electrical resistivity(ohm- cm) 27,000 FreezelThaw Resistance(ASTM C -666) 300cydes 98% Corrosion Testing for FerroGard 901 Cracked Beam Corrosion Tests: Reduced corrosion rates 63% versus control specimens. ASTM G 109 modified after400 days • mog2 scMb inw WWMte Substrate Concrete, mortar, and masonry products. 't' +C ', '?�•,° %'� How to Use Surface Preparation Concrete /Mortar: Remove all deteriorated concrete, dirt, oil, grease, and all bond - inhibiting materials `W}` from surface. Be sure repair area is not less than 118 inch in depth. Preparation work should be done ' by high pressure water blast, scabbler, or other appropriate mechanical means to obtain an exposed dean . I.:• z aggregate surface with a minimum surface profile of ±1116 in. (CSP -5) Saturate surface with • water. Substrate should be saturated surface dry (SSD) with no standing water during application. • D Reinforcing Steel: Steel reinforcement should bethoroughlyprepared by mechanical cleaning toremove all • tracesofrust. Where corrosion has occurred due to the presence ofchlorides,thesteelshouldbehigh- ,. pressure washedwith clean waterafter mechanical cleaning. Forpriming of reinforcing steel use Sika • Armatec110EpoCern consultTechnical Data Sheet). y' Priming Concrete Su bstrate: Primethe prepared substrate with a brush orsprayed applied coatofSikaAmtatec 110 EpoCem(consult Technical Data Sheet). Alternately, a scrub coat of Sika Top 123 can be applied priorto placementofthe mortar. The repair mortar hasto be applied into thewet scrub coat before itdries. ' vk • Mixing Pour Component'A'into mixing container. Add Component'B'while mixing continuously. Mix mechanically t£� with a low -speed drill (400 - 600 rpm) and mixing paddle or mortar mixer. Mix to a uniform consistency, maximum 3 minutes. Manual mixing can be tolerated only for less than a full unit, Thorough mixing and proper - �• proportioning ofthe two components is necessary. Application & Finish SikaTop 123 PLUS must be scru bbedlntothe subst rate, filling all pores and voids. Force material against edge ofrepair, working toward center. Afterfilling repair, consolidate, then screed. Material may beapplied in multiple lifts. The thickness of each lift, not to be less than 118 inch minimum or more than 1.5 inches maximum. Where multiple liftsare required scoretop surfaceofeach lifttoproducea roughened surface for next lift. Allowpreceding lifttoreach fnalset, 30 minutes minimum, before applying fresh material. Saturate • surfaceofthe liftwith clean water. Scrub fresh mortar into preceding lift. Allow mortaror concretetosetto desired stiffness, then finish with wood orspongefloatfor a smooth surface. Curing As perACI recommendations for portland camentconcrete, curing is required. Moistcurewith wet burlap and polyethylene, a fine mistofwaterorawaterbased', compatible wring compound. Curing compounds " adversely affect the adhesion offollowing liftsofmortar, leveling mortaror protectivecoatings. Moistcuring . ',s.• c should commence immediately after finishing. If necessary protect newlyapplied material from directsunlight, - wind, rain and frost. 'Pisleseng of curing compound is remmmened . Limitations a Application thickness: Minimum 118 inch (3 mm). Maximum In one lift - 1.5 in. (38 mm). a Minimum ambientand surface temperatures 45 °F(7'C)and rising attimeof application. •i +•• a Do not use solvent -based wring compound. • ■ Size, shape and depth of repair must be carefully considered and consistentwith practices recommended byACI- For additional information, contact Technical Service. ' a For additional information on substrate preparation, referto ICRI Guideline No. 03732 Coatings, and Polymer Ovedays7. '`` +t• a Ifaggressive means of substrate preparat ion is employed, substrate strength should be tested in accordanoewith ACI 503 Appendix A priortothe repairapplication. • ' >' ' a As with all cement based materials, avoid contact with aluminum to prevent adverse chemical ,,, reaction and possible product failure. Insulate potential areas of contact by coating aluminum bars, rails, posts etc. with an appropriate epoxy such as Sikadur Hi -Mod 32. Caution Component 'A' - Irritant - May cause skinleyelrespiratory irritation. Avoid breathing vapors. Use with adequate ventilation. Avoid skin and eye contact. Safety goggles and rubber gloves are recommended. ' Component 'B'- Irritant; suspect carcinogen- Contains portland cement and sand (crystalline silica). Skin • and eye irritant. Avoid contact. Dust may cause respiratory tract irritation. Avoid breathing dust. Use only with adequate ventilation. May cause delayed lung Injury (silicosis). ARC lists crystalline silica as having sufficient evidence of carcinogenicity in laboratory animals and limited evidence of carcinogenicity in humans. NTP also lists crystalline silica as a suspect carcinogen. Use of safety goggles and chemical resistant gloves is ft-.. recommended. If FELS are exceeded. an appropriate. NIOSH approved respirator is required. Remove ''pt contaminated clothing. • v.,s :�rt] First Aid In case of skin contact, wash thoroughly with soap and water. For eye contact, flush immediately with plenty N -•; fi�� of water for at least 15 minutes, and contact a physician. For respiratory problems, remove person to fresh air. Clean Up In case of spillage. scoop or vacuum into appropriate container, and dispose of in accordance with current, applicable local, state and federal regulations. Keep container tightly closed and in an upright position to • •? ... '" prevent spillage and leakage. x {. •'. Mixed components: Uncured material can be removed with water. Cured material can only be removed '.y ': ' mechanically. • ' KEEP CONTAINER TIGHTLY CLOSED KEEP OUT OF REACH OF CHILDREN Y NOT FOR INTERNAL CONSUMPTION FOR INDUSTRIAL USE ONLY P:, - CONSULT MATERIAL SAFETY DATA SHEET FOR MORE INFORMATION • Sika warrants this product for one year from dale 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 •�1.y�1,,' {•, ;.' . product for intended use and assumes all risks. Buyer's sole remedy shall be limited to the purchase price or replacement j•� •,xLY P•' of product exclusive of labor or cost of labor. '�•�' ��•" NOOTHER WARRANTIES EXPRESS OR IMPLIED SHALL APPLY INCLUDINGANY WARRANTY OF MERCHANTABILITY qq�� • '41c� OR FITNESS FOR A PARTICULAR PURPOSE. SIKA SHALL NOT BE LIABLE UNDER ANY LEGAL THEORY FOR Y; . fi•y SPECIAL OR CONSEQUENTIAL DAMAGES. VisilourwebsReatwww.sikausa.wm 1.800.933SIKA NATIONWIDE M :�. Regional Information and Sales Centers. For the location of your nearest Sika Bales office, contact your regional center. '•`•' 1 Sika Corporation Sika Canada Inc. Sika Mexicans S.A. de C.V. QUALITY - . 201 Polito Avenue 601 AVeeae Corretere Lion Callan Km.8.5 • Pointe Claire Conegido0 is Claim N33 • Phone: 80 A. P. 136 �Iy -745 R 136 1 Quebec M9R97- g Phone: 5202 FaX: 201- 933.6225 Phone: 514- 697 -2810 Phone: 52 42 25 0122 'S Fax: 1- 933 - 225 Fax: 514 -694 -2792 Fax: 52 42 25 0537 ONlgVF MEN J2rF[E:S: NORTYSTEMS Part 1— General 1.01 Summary DIVISION 3 - CONCRETE Section 03730 Concrete Rehabilitation 40 Spec Component: SC- 027 -0300 SikoTop 123 Plus A. This specification describes the patching of interior and/or exterior vertical or overhead surfaces with a polymer - modified, portland cement mortar. 1.02 Quality Assurance A. Manufacturing qualifications: The manufacturer of the specified product shall be ISO 9001 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 received product training by a manufacturers 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 All materials must be delivered in original, unopened containers with the nanufacturer'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 45 °17 (7 °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 material. 1.05 Submittals Submit two copies of manufacturer's literature, to include: Product Data Sheets, and appropriate Material Safety Data Sheets (MSDS). 1.06 Warranty Provide a written warranty from the manufacturer against defects of materials for a period of five (5) years, beginning with date of substantial completion of the project. 0 0 Part 2 - Products 2.01 Manufacturer A. SikaTop 123 Plus, as manufactured by Sika Corporation, is considered to conform to the requirements of this specification. 2.02 Materials Polymer- modified Portland cement mortar: 1. Component A shall be a liquid polymer emulsion of an acrylic copolymer base and additives. a. pH: 4.5.6.5 b. Film Forming Temperature: 73 °F max. c. Tear Strength: 950 -psi min. d. Elongation at Break: 500% min. e. Particle Size: less than 0.1 micron 2. Component A shall contain an organic, penetrating corrosion inhibitor which has been independently proven to reduce corrosion in concrete via ASTM G3 (half-cell potential tests). The corrosion inhibitor shall not be calcium nitrite, and shall have a minimum of 5 years of independent field testing to document performance on actual construction projects. 3. Component B shall be a blend of selected portland cements, specially graded aggregates, admixtures for controlling setting time, water reducers for workability, and an organic accelerator. 4. The materials shall be non - combustible, both before and after cure. 5. The materials shall be supplied in a factory - proportioned unit. 6. The polymer- modified, portland cement mortar must be placeable from 1/8" to 1 -1/2" in depth per lift for vertical applications and 1/8" to 1" in depth for overhead applications. 2.03 Performance Criteria A. Typical Properties of the mixed polymer - modified, portland cement mortar: 1. Working Time: Approximately 10— 15 minutes 2. Finishing Time: 20 -60 minutes 3. Color: concrete gray B. Typical Properties of the cured polymer- modified, Portland cement mortar: 1. Compressive Strength (ASTM C -109 Modified) a. I day: 3500 psi min. (24.1 MPa) b. 7 day: 6000 psi min. (44.8 MPa) c. 28 day: 7000 psi min. (48.3 MPa) 2. Flexural Strength (ASTM C -293) @ 28 days: 2000 psi (13.8 MPa) 3. Splitting Tensile Strength (ASTM C-496) @ 28 days: 900 psi (6.2 MPa) 4. Bond Strength (ASTM C -882 Modified) @ 28 days: 2200 psi (15.2 MPa) 5. The Portland cement mortar shall not produce a vapor barrier. 6. Density (wet mix): 132 lbs. / cu. ft. (2.2 kg/1) 7. Permeability - AASHTO T -277 @ 28 days Approximately 500 Coulombs Note: Tests above were performed with the material and curing conditions @ 71"F— 757 and 45 -55% relative humidity. Part 3 — Execution 3.01 Surface Preparation A. Areas to be repaired must be clean, sound, and free of contaminants. All loose and deteriorated concrete shall be removed by mechanical means. Mechanically prepare concrete substrate to obtain a surface profile of +1- 1116' (CSP 5 or greater as per ICRI Guidelines) with a new exposed aggregate surface. Area to be patched shall not be less than 1 /8" in depth. B. Where reinforcing steel with active corrosion is encountered, sandblast the steel to a white metal finish to remove all contaminants and rust. Where corrosion has occurred due to the presence of chlorides, the steel shall be high pressure washed after mechanical cleaning. Prime steel with 2 coats of Sika Armatec 110 EpoCem as per the technical data sheet. (See Spec Component SC -201 -0699) 3.02 Mixing and Application A. Mechanically mix in an appropriate sized mortar mixer or with a Sika mud paddle and low speed (400 -600 rpm) drill. Pour approximately 4/5 gal Component A into the mixing container. Add Component B while continuing to mix. Mix to a uniform consistency for a maximum of three minutes. Add remaining Component A to mix for desired consistency. Should smaller quantities be needed, be sure the components are measured in the correct ratio and that the Component B is uniformly blended before mixing the components together. Mix only that amo unt of material that can be placed in 10 - 15 minutes. Do not retemper material. B. Placement Procedure: At the time of application, the substrate shall be saturated surface dry with no standing water. Mortar must be scrubbed into substrate filling all pores and voids. While the scrub coat is still plastic, force material against edge of repair, working toward center. If repair area is too large to fill while scrub coat is still wet use Sika Armatec 110 EpoCem in lieu of scrub coat. (See spec component SC- 200 -0699) After filling, consolidate then screed. Allow mortar to set to desired stiffness then finish with trowel for smooth surface. Wood float or sponge float for a rough surface. Areas where the depth of the repair area to sound concrete is greater than 1.1/2", the repair shall be made in lifts of 1 -1/2" maximum thickness. The top surface of each lift shall be scored to produce a rough surface for the next lift. The preceding lift shall be allowed to reach final set before applying fresh material. The fresh mortar must be scrubbed into the preceding lift. D. As per ACI recommendations for portland cement concrete, curing is required. Moist cure with wet burlap and polyethylene, a fine mist of water or a water - based* compatible curing compound. Moist curing should commence immediately after finishing and continue for 48 hours. Protect newly applied material from rain, sun, and wind until compressive strength is 70% of the 28 -day compressive strength. To prevent from freezing cover with insulating material. Setting time is dependent on temperature and humidity. 'Pretesting of curing compound is recommended. E. Adhere to all procedures, limitations and cautions for the polymer- modified Portland cement mortar in the manufacturers current printed technical data sheet and literature. 3.05 Cleaning A. The uncured polymer- modified portland cement mortar can be cleaned from tools with water. The cured polymer - modified Portland cement mortar can only be removed mechanically. B. Leave finished work and work area in a neat, clean condition without evidence of spillovers onto adjacent areas. r • SC -027 SikaTop 123 Plus Crack Filler (Vertical / Overhead) 1. Repair area should be no less than ' /s" in depth. 2. Apply scrub coat to prepared substrate. 3. While scrub coat is still wet place SikaTop 123 Plus filling the entire cavity. 4. Strike off and level as required K? E Concrete Restoration Systems by Sika Corporation, 201 Polito Avenue, Lyndhurst, NJ 07071 E SC -027 SikaTop 123 Plus Hand — applied (Vertical / Overhead) 1. Repair area should not be less than 1 /8" in depth. 2. Substrate should be saturated surface dry (SSD) with no standing water during application. 3. Apply scrub coat to the substrate, filling all pores and voids. 4. While scrub coat is still wet apply SikaTop 123 Plus. Note: If repair area is too large to fill while scrub coat is still wet, use Sika Armatec 110 EpoCem in lieu of the scrub coat. (See Spec Component SC -200) For applications greater than 1 -/2" in depth, apply SikaTop 123 Plus in lifts. Score the top surface of each lift to produce a roughened surface for the next lift. Allow preceding lift to reach final set. Repeat from step 3. Concrete Restoration Systems by Sika Corporation, 201 Polito Avenue, Lyndhurst, NJ 07071 9 0 c , Product Data Sheet Edition 8.2003 �> t Identification no. 184 SikaTop 111 PLUS S` SikaTop ®111 PLUS a.. d r .1 tt:.FSth. ' i lL �.. .. �rt i rl .. A. i . i y •''-{... . Two - component, polymer - modified, cementitious, scree mortar plus FerroGard 901 penetrating corrosion inhibitor Description SikaTop 111 PLUS is a two- component, polymer - modified, portland - cement, fast - setting, screed mortar. It is a performance repair mortar for horizontal, vertical and overhead applications or form and pour application. It offers the additional benefit of FerroGard 901, a penetrating corrosion inhibitor. Where to Use a On grade, above, and below grade on concrete ana mortar. a On horizontal, vertical and overhead surfaces. a Asa structural repair material forparking facilities, industrial plants, walkways, bridges, tunnels, and dams. a Free flowing repairmortarforhard- to-reach areas. a Fillerfor voids and cavities. a Overlay in cathodic protection systems. Advantages a High compressive and flexural strengths. n High early strengths. a Opens to trafficfast; foot in 4-6 hours, pneu matic tire in 8 -12 hours (73'F). ■ Superior abrasion resistance over conventional portland cement mortar. a Increased freeze/thawdurability and resistance to deicing salts. a Compatible with coefficient of thermal expansion of concrete - Passes ASTM C-884 (modified). a Increased density - improved carbon dioxide resistance (carbonation)without adversely affecting water vaportransmission (nota vapor barrier). a Enhanced with FerroGard 901, a penetrating corrosion inhibitor- reduces corrosion even in the adjacent concrete. • Notflammable,non- toxic. • USDAapproved. • ANSI /NSF Standard 61 Dc Yield Approximatelv0. 5cu. ft. /unit.Approximately0.75cu.ft./ unit( SikaTop111 +42lbs.of3 /8 "peagmv 1). Typical Data ( Material andcur 'fngconditions @73'Fsnd50 %R.H.) ...._._.. _ __ .... .. ShelfLlfe _ ...._.nal, . _ -,edp. __...__ Oneyearinodglnal , unopened packagkrg. Storage Conditions Store dry at40'- 95° F( 4°- 35o% Conditionmaterialto65 °- 75°Fbeforeusing. P rotect Com ponent'A' from freezing. if frozen, discard. Color Conaetegraywhenmixed. Mixing Ratio Plant- proporionedkit, mixendre unit. Application Time Approximately 30 minutes. FinishingTime 50 -120 minutes. Note: All times start afteradding Component'B'to Component'A' andare highly affected by temperature, relative humidity, substrate temperatu re. V4 nd, sun, and otherjob site cond itions. Flexural Strength(ASTM C -293) 28days 1,500psi(10.3MPa) SpllttingTensile Strength(ASTMC-496) 28days 700 psi (4.8 MPa) Bond Strength *(ASTM C-882 modified) 28days 2,500psi(17.2MPa) Compressive Strength (ASTM C -109) (mortar) I day 2,500 psi (17.2 MP a) 7days 5,500 psi (37.9 MPa) 28days 7,000ps1(48.3MPa) Permaetrility(AASTHOT -277) 28days Approx. 500 Coulombs Eiectricalresistivity(ohm M)35,000 FreezefThaw Resistance(ASTM C -868) 300 cycles 98% Corrosion Testing for FerroGard 901 Cracked Beam Corrosion Tests: Reducedmmsionrat es63 %versusoontrolspecimens ASTM G109modified of er400 days Mortar saubbed iMO substrate. OW to Use Substrate Concrete, mortar, and masonry products. Surface Preparation - Concrete /Mortar: Remove all deteriorated concrete, dirt, oil, grease, and all bond - inhibiting materials from surface. Be sure repair area is not less than 112 in. in depth. Preparation work should be done by high pressure water blast, scabbler or other appropriate mechanical means to obtain an exposed aggregate surface with a minimum surface profile of +1/16 (CSP -6) in for neat ST 111 PLUS (118 in. for extended ST III PLUS). Saturate surface with clean water. Substrate should be saturated surface dry (SSD) with no standing water, during application. Reinforcing Steel: Steel reinforcement should be thoroughly prepared by mechani- cal cleaning to remove all traces of rust. Where corrosion has occurred due to the r • a . y . i D� I. 9 0 presence of chlorides, the steel should be high - pressure washed with dean water after mechanical cleaning. For priming of reinforcing steel, use Sika Armatec 110 EpoCem (Consult Technical Data Priming Concrete Substrate: Prime the prepared substrate with a brush or sprayed applied coat of Sika Armatec 110 EpoCem (consult Technical Data Sheet). Alternately, a scrub coat of SikaTop 111 Plus can be applied prior to placement of the mortar. The repair mortar has to be applied into the wet scrub coat before it dries. Mixing Pour approximately 7/8 of Component 'A' into the mixing container. Add Component'B' (powder) while mixing continuously. Mix mechanically with a low speed drill (400 -600 rpm) and mixing paddle or mortar mixer. Add remaining Component'A' (liquid) to mix if a more loose consistency is desired. Mix to a uniform consistency, maximum 3 minutes. Manual mixing can be tolerated only for less than a full unit. Thorough mixing and proper proportioning of the two components is necessary. For SlkaTop 111 PLUS concrete: Pour all of Component'A' into mixing container. Add all of Compo- nent'B' while mixing, then introduce 318 inch coarse aggregate at desired quantity. Mix to uniform consistency, maximum 3 minutes. Addition rate is 42 lbs. per bag (approx. 3.0 to 3.5 gal. by loose volume). The aggregate must be non - reactive (reference ASTMC1260, C227 and C289), clean, well - graded, saturated surface dry, have low absorption and high density, and comply with ASTM C33 size number 8 per Table 2. note: Variances in the quality of the aggregate will affect the physical properties of SikaTop 111 PLUS. The yield is increased to 0.75 cu. ft. /unit with the addition of the aggregate (42 Ibs.). Do not use limestone Application & Finish Horizontal: Mortar or concrete must be scrubbed into the substrate, filling all pores and voids. After filling repair, screed the material. Allow mortar or concrete to set to desired stiffness, then finish with wood or sponge float for a smooth surface, or broom or burlap -drag for a rough finish. Form and pour or pump applications: Pre -wet surface to SSD. Vibrate form while pouring or pumping. Pump with a variable pressure pump. Continue pumping until a 3 to 5 psi increase in normal line pressure is evident then STOP pumping. Form should not deflect. Vent to be capped when steady flow is evident, and forms stripped when appropriate. 1;ur[ng As per AGI recommendations for portland cement concrete, curing is required. Moist cure with wet burlap and polyethylene, a fine mist of water or a water based' compatible wring compound. Curing Compounds adversely affect the adhesion of following layers of mortar, leveling mortar or protective coatings. Moist curing should commence immediately after finishing. Protect newly applied material from direct sunlight, wind, rain and frost. 'Pretesting of cunng 0emp60nd is recommended. Umitatlons or Applicatlonthickness: Min. Max. inches one lift Neat 112 inch (12 mm) 1 inch (25 mm) Extended 1 inch (25 mm) 6inches(150mm) to Minimum ambient and surface temperatures 45 °F (7 °C) and rising at time of application. • Add Rion of coarse aggregates may result in variations of the physical properties of the mortar. • Do not use solvent -based airing compound. to As with all cement based materials, avoid contact with aluminum to preventadverse chemical reaction and possible product failure. Insulate potential areas of Contact by coating aluminum bars, rails, posts etc. with S caution Component 'A' - Irritant - May cause skin /eyeffespiratory imitation. Avoid breathing vapors. Use with adequate ventilation. Avoid skin and eye contact. Safety goggles and rubber gloves are recommended. Component 'B' - Irritant; suspect carcinogen - Contains Portland cement and sand (crystalline silica). Skin and eye Irritant, Avoid contact. Dust may cause respiratory tract Imitation. Avoid breathing dust. Use only with adequate I.- ••. vendlaton. May cause delayed lung Injury (aillcosls). [ARC lists crystalline silica as having sufficient evidence of '" �.. •- +� carcinogenicity in laboratory animals and limited evidence of carcinogenicity In humans. NTP also lists crystalline silica as l s K of product exclusive of labor or cost of labor. a suspect carcinogen. Use of safety goggles and chemical resistant gloves Is recommended, If PELS are exceeded, use ;J'�,.,.' " :.t r fir. � +• an appropriate NIOSH approved respirator. Remove contaminated clothing, • x.1 � First Aid rs) ^�IL r �/. ,, ' �� .• , y for at leas[ 15 minutes, and contact a physician. For respiratory problems, remove person to fresh air. �' -; z ;• ,,r, Clean Up In case of spillage, scoo or vacuum into appropriate container, and dispose of In accordance wiU current, applicable •�.*,. i D� I. 9 0 presence of chlorides, the steel should be high - pressure washed with dean water after mechanical cleaning. For priming of reinforcing steel, use Sika Armatec 110 EpoCem (Consult Technical Data Priming Concrete Substrate: Prime the prepared substrate with a brush or sprayed applied coat of Sika Armatec 110 EpoCem (consult Technical Data Sheet). Alternately, a scrub coat of SikaTop 111 Plus can be applied prior to placement of the mortar. The repair mortar has to be applied into the wet scrub coat before it dries. Mixing Pour approximately 7/8 of Component 'A' into the mixing container. Add Component'B' (powder) while mixing continuously. Mix mechanically with a low speed drill (400 -600 rpm) and mixing paddle or mortar mixer. Add remaining Component'A' (liquid) to mix if a more loose consistency is desired. Mix to a uniform consistency, maximum 3 minutes. Manual mixing can be tolerated only for less than a full unit. Thorough mixing and proper proportioning of the two components is necessary. For SlkaTop 111 PLUS concrete: Pour all of Component'A' into mixing container. Add all of Compo- nent'B' while mixing, then introduce 318 inch coarse aggregate at desired quantity. Mix to uniform consistency, maximum 3 minutes. Addition rate is 42 lbs. per bag (approx. 3.0 to 3.5 gal. by loose volume). The aggregate must be non - reactive (reference ASTMC1260, C227 and C289), clean, well - graded, saturated surface dry, have low absorption and high density, and comply with ASTM C33 size number 8 per Table 2. note: Variances in the quality of the aggregate will affect the physical properties of SikaTop 111 PLUS. The yield is increased to 0.75 cu. ft. /unit with the addition of the aggregate (42 Ibs.). Do not use limestone Application & Finish Horizontal: Mortar or concrete must be scrubbed into the substrate, filling all pores and voids. After filling repair, screed the material. Allow mortar or concrete to set to desired stiffness, then finish with wood or sponge float for a smooth surface, or broom or burlap -drag for a rough finish. Form and pour or pump applications: Pre -wet surface to SSD. Vibrate form while pouring or pumping. Pump with a variable pressure pump. Continue pumping until a 3 to 5 psi increase in normal line pressure is evident then STOP pumping. Form should not deflect. Vent to be capped when steady flow is evident, and forms stripped when appropriate. 1;ur[ng As per AGI recommendations for portland cement concrete, curing is required. Moist cure with wet burlap and polyethylene, a fine mist of water or a water based' compatible wring compound. Curing Compounds adversely affect the adhesion of following layers of mortar, leveling mortar or protective coatings. Moist curing should commence immediately after finishing. Protect newly applied material from direct sunlight, wind, rain and frost. 'Pretesting of cunng 0emp60nd is recommended. Umitatlons or Applicatlonthickness: Min. Max. inches one lift Neat 112 inch (12 mm) 1 inch (25 mm) Extended 1 inch (25 mm) 6inches(150mm) to Minimum ambient and surface temperatures 45 °F (7 °C) and rising at time of application. • Add Rion of coarse aggregates may result in variations of the physical properties of the mortar. • Do not use solvent -based airing compound. to As with all cement based materials, avoid contact with aluminum to preventadverse chemical reaction and possible product failure. Insulate potential areas of Contact by coating aluminum bars, rails, posts etc. with S caution Component 'A' - Irritant - May cause skin /eyeffespiratory imitation. Avoid breathing vapors. Use with adequate ventilation. Avoid skin and eye contact. Safety goggles and rubber gloves are recommended. Component 'B' - Irritant; suspect carcinogen - Contains Portland cement and sand (crystalline silica). Skin and eye Irritant, Avoid contact. Dust may cause respiratory tract Imitation. Avoid breathing dust. Use only with adequate I.- ••. vendlaton. May cause delayed lung Injury (aillcosls). [ARC lists crystalline silica as having sufficient evidence of '" �.. •- +� carcinogenicity in laboratory animals and limited evidence of carcinogenicity In humans. NTP also lists crystalline silica as l s K of product exclusive of labor or cost of labor. a suspect carcinogen. Use of safety goggles and chemical resistant gloves Is recommended, If PELS are exceeded, use ;J'�,.,.' " fir. � +• an appropriate NIOSH approved respirator. Remove contaminated clothing, • x.1 � First Aid rs) ^�IL r �/. ,, ' �� .• , y for at leas[ 15 minutes, and contact a physician. For respiratory problems, remove person to fresh air. i D� I. 9 0 presence of chlorides, the steel should be high - pressure washed with dean water after mechanical cleaning. For priming of reinforcing steel, use Sika Armatec 110 EpoCem (Consult Technical Data Priming Concrete Substrate: Prime the prepared substrate with a brush or sprayed applied coat of Sika Armatec 110 EpoCem (consult Technical Data Sheet). Alternately, a scrub coat of SikaTop 111 Plus can be applied prior to placement of the mortar. The repair mortar has to be applied into the wet scrub coat before it dries. Mixing Pour approximately 7/8 of Component 'A' into the mixing container. Add Component'B' (powder) while mixing continuously. Mix mechanically with a low speed drill (400 -600 rpm) and mixing paddle or mortar mixer. Add remaining Component'A' (liquid) to mix if a more loose consistency is desired. Mix to a uniform consistency, maximum 3 minutes. Manual mixing can be tolerated only for less than a full unit. Thorough mixing and proper proportioning of the two components is necessary. For SlkaTop 111 PLUS concrete: Pour all of Component'A' into mixing container. Add all of Compo- nent'B' while mixing, then introduce 318 inch coarse aggregate at desired quantity. Mix to uniform consistency, maximum 3 minutes. Addition rate is 42 lbs. per bag (approx. 3.0 to 3.5 gal. by loose volume). The aggregate must be non - reactive (reference ASTMC1260, C227 and C289), clean, well - graded, saturated surface dry, have low absorption and high density, and comply with ASTM C33 size number 8 per Table 2. note: Variances in the quality of the aggregate will affect the physical properties of SikaTop 111 PLUS. The yield is increased to 0.75 cu. ft. /unit with the addition of the aggregate (42 Ibs.). Do not use limestone Application & Finish Horizontal: Mortar or concrete must be scrubbed into the substrate, filling all pores and voids. After filling repair, screed the material. Allow mortar or concrete to set to desired stiffness, then finish with wood or sponge float for a smooth surface, or broom or burlap -drag for a rough finish. Form and pour or pump applications: Pre -wet surface to SSD. Vibrate form while pouring or pumping. Pump with a variable pressure pump. Continue pumping until a 3 to 5 psi increase in normal line pressure is evident then STOP pumping. Form should not deflect. Vent to be capped when steady flow is evident, and forms stripped when appropriate. 1;ur[ng As per AGI recommendations for portland cement concrete, curing is required. Moist cure with wet burlap and polyethylene, a fine mist of water or a water based' compatible wring compound. Curing Compounds adversely affect the adhesion of following layers of mortar, leveling mortar or protective coatings. Moist curing should commence immediately after finishing. Protect newly applied material from direct sunlight, wind, rain and frost. 'Pretesting of cunng 0emp60nd is recommended. Umitatlons or Applicatlonthickness: Min. Max. inches one lift Neat 112 inch (12 mm) 1 inch (25 mm) Extended 1 inch (25 mm) 6inches(150mm) to Minimum ambient and surface temperatures 45 °F (7 °C) and rising at time of application. • Add Rion of coarse aggregates may result in variations of the physical properties of the mortar. • Do not use solvent -based airing compound. to As with all cement based materials, avoid contact with aluminum to preventadverse chemical reaction and possible product failure. Insulate potential areas of Contact by coating aluminum bars, rails, posts etc. with S caution Component 'A' - Irritant - May cause skin /eyeffespiratory imitation. Avoid breathing vapors. Use with adequate ventilation. Avoid skin and eye contact. Safety goggles and rubber gloves are recommended. Component 'B' - Irritant; suspect carcinogen - Contains Portland cement and sand (crystalline silica). Skin and eye Irritant, Avoid contact. Dust may cause respiratory tract Imitation. Avoid breathing dust. Use only with adequate ii.., I.- ••. vendlaton. May cause delayed lung Injury (aillcosls). [ARC lists crystalline silica as having sufficient evidence of '" �.. •- +� carcinogenicity in laboratory animals and limited evidence of carcinogenicity In humans. NTP also lists crystalline silica as l s K of product exclusive of labor or cost of labor. a suspect carcinogen. Use of safety goggles and chemical resistant gloves Is recommended, If PELS are exceeded, use ;J'�,.,.' " , -• <,1 an appropriate NIOSH approved respirator. Remove contaminated clothing, 1',p�tiy4' i AP First Aid In case of skin contact, wash thoroughly with soap and water. For eye contact, flush immediately with plenty of water r �/. ,, ' �� .• , y for at leas[ 15 minutes, and contact a physician. For respiratory problems, remove person to fresh air. �' -; z ;• ,,r, Clean Up In case of spillage, scoo or vacuum into appropriate container, and dispose of In accordance wiU current, applicable •�.*,. , 7 } - local, state, and federal regulations. Keep container tightly closed and in an upright position to prevent spillage and • 'a .•: leakage. �� c ? ♦ t2_ Mixed components: Uncured material can be removed with water. Cured material can only be removed mechanically. -� s ' "t Sjk' -• KEEP CONTAINER TIGHTLY CLOSED KEEP OUT OF REACH OF CHILDREN • �jj, NOT FOR INTERNAL CONSUMPTION FOR INDUSTRIAL USE ONLY ii.., Sika warrants this product for one year from date of Installation to be free from manufacturing defects and to meet the ,� t.. •u� •� s � technical properties an the current technical data sheet 'd 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 l s K of product exclusive of labor or cost of labor. @' 1{ NO OTHER WARRANTIES EXPRESS OR IMPLIED SHALL APPLY INCLUDING ANY WARRANTY OF MERCHANTABILITY > OR FITNESS FORA PARTICULAR PURPOSE. SIKA SHALL NOT BE LIABLE UNDER ANY LEGAL THEORY FOR 1',p�tiy4' i AP SPECIAL OR CONSEQUENTIAL DAMAGES. Visit our website at www .siksusa.com 1.8004USIKA NATIONWIDE t♦•(r�1 Regional Information and Sales Centers. For the location of your nearest Sika sales office, contact your regional center. {• j Sika Corporation Sika Canadalnno Sika MexicanaSA de C.V. DUAL fly n1 _` 201 Polito Avenue 601 D.ImarAVenue Ca%tera Libre Cslays Km. 8.5 `s + Lynchurst.NJ07071 Point"Claire Comagidons, Queretaro .� Phone: 800- 933 -7452 Quebec H9R4A9 C.P. 76920 A.P. 136 Fax 201- 933.8225 Phone: 51"97 -2810 Phone: 52 42 25 0122 • Fax: 514 -694 -2792 Fax: 52 42 25 0537 hfPVF�k�t ii.., L CONCRETE filMe RESTORATION SYSTEMS Part 1— General 1.01 Summary DIVISION 3 - CONCRETE Section - 03550 Concrete Toppings 03720 Concrete Resurfacing 03730 Concrete Rehabilitation J Spec Component: SC.026 -0100 SikaTop 111 Plus A. This specification describes the patching or overlay of interior and/or exterior horizontal surfaces with a polymer - modified, portland cement mortar /concrete. 1.02 Quality Assurance A. Manufacturing qualifications: The manufacturer of the specified product shall be ISO 9001 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 received 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 45OF (7 °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 material. 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 five (5) years, beginning with date of substantial completion of the project. w • Part 2 - Products 2.01 Manufacturer A. SikaTop 111 Plus, as manufactured by Sika Corporation, is considered to conform to the requirements of this specification. 2.02 Materials A. Polymer - modified Portland cement mortar: 1. Component A shall be a liquid polymer emulsion of an acrylic copolymer base and additives. a. pH: 4.5 -6.5 b. Film Forming Temperature: 73 °F max. c. Tear Strength: 950 -psi min. d. Elongation at Break: 500% min. e. Particle Size: less than 0.1 micron 2. Component A shall contain an organic, penetrating corrosion inhibitor which has been independently proven to reduce corrosion in concrete via ASTM 03 (half -cell potential tests). The corrosion inhibitor shall not be calcium nitrite, and shall have a minimum of 5 years of independent field testing to document performance on actual construction projects. 3. Component B shall be a blend of selected Portland cements, specially graded aggregates, admixtures for controlling setting time, water reducers for workability, and an organic accelerator. 4. The materials shall be non -combustible, both before and after cure. 5. The materials shall be supplied in a factory - proportioned unit. 6. The polymer - modified, portland cement mortar must be placeable from 1 /2-in. to I -in. in depth per lift for horizontal applications. B. To prepare a polymer- modified portland cement concrete: aggregate shall conform to ASTM C-33. The factory- proportioned unit shall be extended with 42 -lb. max. of a 318 in. ( No.8 distribution per ASTM G33, Table 11) clean, well - graded, saturated surface dry aggregate, having low absorption and high density. Aggregate must be approved for use by the engineer. 2.03 Performance Criteria Typical Properties of the mixed polymer - modified, portland cement mortar: 1. Working Time: Approximately 30 minutes 2. Finishing Time: 50 -120 minutes 3. Color: concrete gray B. Typical Properties of the cured polymer- modified, portland cement mortar: I. Compressive Strength (ASTM C -109 Modified) a. ]day: 2500 psi min. (17.2 M Pa) b. 7 day: 5500 psi min. (37.9 MPa) c. 28 day: 7000 psi min. (48.3 MPa) 2. Flexural Strength (ASTM C -293) @ 28 days: 1500 psi (10.3 MPa) 3. Splitting Tensile Strength (ASTM C496) @ 28 days 700 psi (4.8 MPa) 4. Bond Strength (ASTM C -882 Modified) @ 28 days: 2500 psi (17.2 MPa) 5. The portland cement mortar shall not produce a vapor barrier. 6. Density(wet mix): 136lbs. / cu. ft. (2.18 kg/1) 7. Permeability (AASHTO T -277 @ 28 days Approximately 500 Coulombs) Note: Tests above were performed with the material and curing conditions @71 "F- 75V and 45-55% relative humidity. Part 3 — Execution 3.01 Surface Preparation A. Areas to be repaired must be clean, sound, and free of contaminants. All loose and deteriorated concrete shall be removed by mechanical means. Mechanically prepare the concrete substrate to obtain a surface profile of +/- 1/16' (CSP 5 or greater as per ICRI Guidelines) with a new exposed aggregate surface. Area to be patched shall not be less than 1/2" in depth. B. Where reinforcing steel with active corrosion is encountered, sandblast the steel to a white metal finish to remove all contaminants and rust. Where corrosion has occurred due to the presence of chlorides, the steel shall be high pressure washed after mechanical cleaning. Prime steel with 2 coats of Sika Armatec 110 EpoCem as directed by manufacturer. (See Spec Component SC- 201 -0699) 3.02 Mixing and Application A. Mechanically mix in appropriate sized mortar mixer or with a Sika jiffy paddle and low speed (400 -600 rpm) drill. Pour approximately 4/5 gal Component A into the mixing container. Add Component B while continuing to mix. Mix to a uniform consistency for a maximum of three minutes. Add remaining Component A to mix if a more loose consistency is desired. Should smaller quantities be needed, be sure the components are measured in the correct ratio and that the Component B is uniformly blended before mixing the components together. Mix only that amount of material that can be placed in 30 minutes. Do not retemper material. B. Mixing of the polymer - modified Portland cement concrete: Pour all (1 -gal) of Component A into the mixing container. Add Component B while continuing to mix. Add correct amount of the pre- approved coarse aggregate, and continue mixing to a uniform consistency. Mixing time should be 3 minutes maximum. C. Placement Procedure: At the time of application, the substrate should be saturated surface dry with no standing water. Mortar and /or concrete must be scrubbed into substrate filling all pores and voids. While the scrub coat is still wet, force material against edge of repair, working toward center. If repair area is too large to fill while scrub coat is still wet use Sika Armatec 110 EpoCem in lieu of scrub coat (See Spec Component SC -200). After filling, consolidate, then screed. Allow mortar or concrete to set to desired stiffness, then finish with trowel, manual or power, for smooth surface. Broom or burlap drag for rough surface. Areas where the depth of the repair is less than I -inch shall be repaired with polymer- modified portland cement mortar. In areas where the depth of the repair is greater than I inch, the repair shall be made with polymer- modified portland cement concrete. D. As per ACI recommendations for portland cement concrete, curing is required. Moist cure with wet burlap and polyethylene, a fine mist of water or a water - based* compatible curing compound. Moist curing should commence immediately after finishing and continue for 48 hours. Protect newly applied material from rain, sun, and wind until compressive strength is 70% of the 28 -day compressive strength. To prevent from freezing cover with insulating material. Setting time is dependent on temperature and humidity. *Pretesting of curing compound is recommended. E. Adhere to all procedures, limitations and cautions for the polymer - modified portland cement mortar in the manufacturers current printed technical data sheet and literature. 3.05 Cleaning The uncured polymer- modified portland cement mortar can be cleaned from tools with water. The cured polymer - modified portland cement mortar can only be removed mechanically. B. Leave finished work and work area in a neat, clean condition without evidence of spillovers onto adjacent areas. 0 SC -026 SikaTop®111 Plus Crack Filler K3 1. Repair area should not be less than 1 /2" in depth. 2. Apply scrub coat to the prepared substrate. 3. While scrub coat is still wet place SikaTop 111 Plus, filling the entire cavity. 4. Strike off and level as required. Concrete Restoration Systems by Sika Corporation, 201 Polito Avenue, Lyndhurst, NJ 07071 0 SC -026 SikaTop ®111 Plus Hand - applied Repair E L 1. Repair area should not be less than 1 /2" in depth. 2. Substrate should be saturated surface dry (SSD) with no standing water. 3. Apply scrub coat to substrate, filling all pores and voids. 4. While scrub coat is still wet apply SikaTop 111 Plus. Note: If repair area is too large to fill while scrub coat is still wet, use Sika Armatec 110 EpoCem in lieu of the scrub coat. (See Spec Component SC -200) For applications greater than 1" in depth, add a 3/8" coarse aggregate. Concrete Restoration Systems by Sika Corporation, 201 Polito Avenue, Lyndhurst, NJ 07071 0 0 SC -026 SikaTop® 111 Plus Overlay 1. Repair area should not be less than 1 /2" in depth. 2. Substrate should be saturated surface dry (SSD) with no standing water. 3. Apply scrub coat to substrate, filling all pores and voids. 4. While scrub coat is still wet apply SikaTop 111 Plus. Note: If overlay area is too large to cover while scrub coat is still wet, use Sika Armatec 110 EpoCem in lieu of the scrub coat. (See Spec Component SC -200) For applications greater than 1" in depth, add a 3/8" coarse aggregate. Concrete Restoration Systems by Sika Corporation, 201 Polito Avenue, Lyndhurst, NJ 07071 M Product Data Sheet Edition 10.2005 Identification no. 126 -543 Sikament 100 SC Sikament ®100 SC Anti - Washout Admixture Description How it Works HOW to Use Concrete Mix Design Sikament 100 SC is a unique placement of concrete and gr 0 ipolymer anti - washout admixture for the underwater Sikament 100 SC increases mix cohesiveness and imparts a variable viscosity charac- teristic to concrete and grout. Sikament 100 SC produces concrete that becomes fluid and flowable when sheared or mechanically agitated such as during pumping operations. This characteristic enables concrete to flow easily through and into confined spaces. The mix will revert to a dense, high viscous, consistency when at rest. This cohesive cement paste matrix promotes high compressive and flexural strength development Sikament 100 SC is recommended for underwater placement of concrete and grout in fresh and saltwater environments. Sikament 100 SC improves underwater "stacking" characteristics when concrete is placed by tremie operations. The ability of concrete mixtures to penetrate and consolidate foundation rock layers is dramatically improved. for example, as required in jetty sealing operations. Sikament 100 SC may also be used as a water reducing and anti - washout additive for placement into bentonite slurries or similar materials. Sikament 100 SC reduces or eliminates the need to dewater underwater construction sites before concrete construction can take place. Concrete can be placed by pump or tremie directly into areas covered by water. Sikament 100 SC maintains the concrete matrix integrity during high slump placements and reduces washout from the surface during curing. r Reduce or eliminate dewatering costs associated with underwater construction. ■ Concrete is easy to pump and flows readily into available spaces. ■ Segregation and dilution are reduced, in -place compressive and bond strengths are significantly increased. • Laitance on concrete surface caused by cement paste washout during curing is reduced or eliminated. • The active slump life of the concrete is doubled without extended delays in setting time. Sikacrete 100 SC eliminates the need to dewater construction sites before concrete placement can take place. Sikament 100 SC is formulated for use at a rate of approximately 0.5 gallons per cubic yard 00 fl. oz./#100 cwt.). This proportion is based on a nominal 660 lbs, of cement in the mix with a 0.40 water cement ratio. The amount of Sikament 100 SC must be Proportionately increased when water content is increased. Sikament 100 SC if used at higher dosages may delay the initial set of concrete. Additional high range water reducing admixtures may be required to obtain desired workability of the concrete. Please consult your local Sika Representative for more information and assistance. 0 0 Site Preparation The area should be clean and free of oil and grease, curing compounds and foreign _ _ Specific Gravity objects. Minimize the drop of unprotected concrete through water or slurries. Mixing Sikament 100 SC should be added to the fresh concrete after all the other mix ingre- dients have been blended together. Addition of the Sikament 100 SC directly into the concrete too early in the mixing may promote clumping of the mix materials. ._- . ..... ............. Handling and Storage For best results, the concrete should be prepared in a concrete mixer that can thor- oughly shear the materials and blend all of the components. Turbine mixers and central mix plants often perform better than dry batched transit mixers. Insufficient mixing or use of less than recommended quantities of Sikament 100 SC may result in a concrete mix that is more likely to bleed or separate. Placing When placing concrete under water or through slurries, minimize its free drop through the placement media (e.g. water or slurry) and attempt to place it continuously and without interruption. Keep the discharge point of the placement device immersed in concrete whenever possible. Reduce the amount of water used or increase the dosage of Sikament 100 SC if the concrete or grout appears to separate or bleed. The action of pumping the concrete under pressure into a congested area should indi- rectly shear the concrete and make it flow readily and easily into the available spaces. If the concrete does not flow readily in these conditions confirm that the concrete is not approaching initial set and that the mix has been formulated properly. Packaging Sikament 100 SC is available in 5 gallon (19 liter) pails, 55 gallon (208 liter) drums and bulk delivery. Storage and Shelf Life Sikament 100 SC should be stored at above 40 °F (5eC). If frozen, thaw and agitate thoroughly to return to normal state before use. Shelf life when stored in dry warehouse conditions between 50nF and 80 °F (10eC to 27 °C) is one year. Typical Data Appearance Brown liquid. _ _ Specific Gravity _ Approx. 1.2 Caution May cause slight skin /eye /respiratory irritation. Avoid breathing vapors. Use with ad- equate ventilation. Avoid skin and eye contact. Safety goggles and rubber gloves are recommended. ._- . ..... ............. Handling and Storage - - - -- '- Avoid direct contact. Wear personal protective equipment (chemical resistant goggles/ gloves /clothing) to prevent direct contact with skin and eyes. Use only in well ventilated areas. Wash thoroughly with soap and water after use. Remove contaminated clothing and launder before reuse. First Aid Eyes: Hold eyelids apart and flush thoroughly with water for 15 minutes. Skin: Remove contaminated clothing. Wash skin thoroughly for 15 minutes with soap and water. Inhalation: Remove person to fresh air. Ingestion: Do not induce vomiting. Dilute with water. Contact a physician. In all cases, contact a physician immediately if symptoms persist. _ Clean Up Use personal protective equipment (chemical resistant gogglestgloves /dothing). Without direct contact, remove spilled or excess product and place in suitable sealed container. Dispose of excess product and container in accordance with applicable envi- ronmental regulations. KEEP CONTAINER TIGHTLY CLOSED KEEP OUT OF REACH OF CHILDREN NOT FOR INTERNAL CONSUMPTION FOR INDUSTRIAL USE ONLY CONSULT MATERIAL SAFETY DATA SHEET FOR MORE INFORMATION Sea warrants this product for one year from date of instigation to be free from manufastunng defects and! 0 meet the technical proSiMe s on me current Technical Data Sheet if used AS directed within shelf life. User determines suitability a product Or intended use and assumes all risks. Buyers sole remedy shall be limited to the purchase Price or replacement of product exSluaive a labor or coal or labor. NO OTHER WARRANTIES EXPRESSED OR IMPLIED SNALLAPPLYINCLUDING ANY WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. SIKA SHALL NOT BE LIABLE UNDER ANY LEGAL THEORY FOR SPECIAL OR CONSEQUENTIAL DAMAGES. SIKH SHALL NOT BE RESPONSIBLE FOR THE USE OF THIS PRODUCT IN A MANNER TO INFRW GE ON ANY PATENT OR ANY OTHER INTELLECTUAL PROPERTY RIGHTS HEIR BY OTHERS. Sika Corporation Sika Canada Inc. 1. 600- 933-SIKA OL)ALITy 201 Polito Avenue 601, DelmarAwnue Lyndhurst, NJ 07071 Ponne- Claire, QC H9R 4A9 t R'l W_ Phone: (201) 933-8800 Phone: (514) 697-2610 s r r Fax: (201) 9316225 Feri (514) 697 -3067 ACHIEVE w .sikaconstruction.com w .Sfiu e Regional Information aired Sates Canters. For the location of your nearest Sike representative, contact your regional center. U.S.: North East Region: Faidess Hill, PA. PMne: (215) 295 -BBOO Nodh Cenral Region: Manor, OH, Phone: (800) 651 -1545 Sough East Region: Conyers, GA Phone: (770) 760 -1300 South Central Region: Mesquite, Tx Phone. 1972) 28MaO Weatem Region: Santa Fe Spring., CA. Phone: (562) 903-3650 Canada: Orden.: Mississauga. ON. Phone (91M) 79"177. Aflui Edmonton,AB, Phone: (780) 486- 6111 WaIM1y CeM.urkn Went F: LynOaunt FMW111 hSOGNe, FM7eO110a 1000FMarlen:F1,169]15, aamr Cay:FMea107,6aMa Fea0dn0a: FMlNM also and aNCament ere regMered hademads. Made in USA. Printed in USA. Product Data Sheet Edition 7.1.2008 Identification no. 770 Sikadur 32, Hi -Mod Sikadur° 32, Hi -Mod High - modulus, high- strength, epoxy bonding /grouting adhesive Description Sikadur 32, HI -Mod, is a mufti- purpose, 2- component, 100% solids, moisture- tolerant structural epoxy Color Concrete gray adhesive. It conforms to the current ASTM C-881 and AASHTO M -235 specifications. Where to Use ■ Bond fresh, plastic concrete to hardened concrete and steel. Viscosity Approximately 3,000 cps. • Grout horizontal cracks in structural concrete and wood by gravity feed. Pot Life Approximately 30 minutes. (60 gram mass). Approximately 22 minutes. (350 gram mass, 8 oz.) • Machinery and 'robotic! base -plate grout. 90°F (32 °C)•: 1.5 -2 hrs • Structural adhesive for concrete, masonry, metal, wood, etc. Advantages a Super- strength bondingigrouting adhesive. Tolerant to moisture before, during and after cure. ■ Excellent adhesion to most structural materials. Convenient easy -to -mix ratio A:B = 1:1 by volume. e Easy -to -use for bonding/grouting applications. Fast initial set; rapid gain to ultimate strengths. Tangent Modulus of Elasticity in Bending 6.9 X 101 psi (4,800 MPa) . USDA - certified for use in food plants. Coverage Bonding Adhesive -1 gal. covers approximately 80 sq. ft. on smooth surface. Heat Deflection Temperature (ASTM D-648) Base Plate Grout - 1 gal. mixed with 1.5 parts oven -dried aggregate by loose volume yields approximately 7 day [fiber stress loading 264 psi (1.8 MPa)] 122 °F (50 °C) 420 cu. in. of grout. Bond Strength (ASTM C -882): Anchoring grout - 1 gal. yields 231 cu. in. of grout. Typical Data (Material and curing conditions @ 73 °F {23°C} and 5045 RH.} Shelf Life 2 years in original, unopened containers. Storage Conditions Store dry at 40°-95'F (4 °J5 °C). Condition material to 65° -75 °F (18'.24 °C) before using. Color Concrete gray Mixing Ratio Camponent'A': Component'B' = 1:1 by volume. Viscosity Approximately 3,000 cps. Pot Life Approximately 30 minutes. (60 gram mass). Approximately 22 minutes. (350 gram mass, 8 oz.) Contact Time 40 °F (4 °C)e: 12 hrs. 73 °F (23 °C)`: 3-4.5 hrs. 90°F (32 °C)•: 1.5 -2 hrs Compressive Modulus, psi 7 day 2.1 X 101 psi (1,449 MPa) Tensile Properties (ASTM D-638) 7 day Tensile Strength 6,900 psi (48 MPa) Elongation at Break 1.9% 14 day Modulus of Elasticity 5.4 X 101 psi (3,726 MPa) Flexural Properties (ASTM D -790) 14 day Flexural Strength (Modulus of Rupture) 7,600 psi (48.3 MPa) Tangent Modulus of Elasticity in Bending 6.9 X 101 psi (4,800 MPa) Shear Strength (ASTM D -732) 14 day Shear Strength 6,200 psi (43 MPa) Water Absorption (ASTM D -670) 7 day (24 hour immersion) 0.21% Heat Deflection Temperature (ASTM D-648) 7 day [fiber stress loading 264 psi (1.8 MPa)] 122 °F (50 °C) Bond Strength (ASTM C -882): 2 day (moist cure) Plastic Concrete to Hardened Concrete 1,700 psi (11.7 MPa) Hardened Concrete to Hardened Concrete 2,000 psi (13.8 MPa) Hardened Concrete to Steel 1,900 psi (13.1 MPa) 14 day (moist cure) Plastic Concrete to Hardened Concrete 2,200 psi (15.1 MPa) Plastic Concrete to Steel 2,000 psi (13.8 MPa) Hardened Concrete to Hardened Concrete 2,000 psi (13.8 MPa) Compressive Properties (ASTM D-696) Compressive Strength, psi (MPa) 40-F- (4-C) 73°Fe(23°C) 90 -P (32 °C) 8 hour - 140(1-0) 1,700 (11.7) 16 hour - 4,800 (33.1) 7,300 (50.3) 1 day 30.0 (0.2) 5,700 (39.3) 7,300 (50.3) 3 day 5,300 (36.6) 11,300 (77.9) 10,400(71.7) 7 day 9,600 (66.2) 11,800 (81.4) 10,400(71.7) 14 day 11,900 (821) 12,200 (84.1) 10,400(71.7) 28 day 12,600 (86.9) 12,200 (84.1) 10,500(72.4) 'Matenal cared and tested at the ternpandures iMixated. A20 0 0 Packaging 2 and 4 gal. units; 1 kg. unit (25.6 fi.oz.), 61case, 75 /pallet; 2.5 kg. unit (63.8 fi.oz.), 2/case, 901pallet How tO Use Surface must be clean and sound. It may be dry or damp, but tre e of standing water. Remove dust, Surface Preparation laitance, grease, curing compounds, impregnations, waxes and any other contaminants. Preparation Work: Concrete - Should be cleaned and prepared to achieve a laitance and contaminant free, open textured surface by blastcleaning or other equivalent mechanical means. Steel - Should be cleaned and prepared thoroughly by blastcleaning. Mixing Pre -mix each component. Proportion equal parts by volume of Component'A' and Componenl'B' into clean pail. Mix thoroughly for 3 minutes with Sika paddle on low -speed (400 -600 rpm) drill until blend is a uniform color. Mix only that quantity that can be applied within Its pot life. Application To bond fresh concrete to hardened concrete -Apply by brush, roller, broom or spray. Place fresh concrete while Sikadur 32, Hi -Mod, is still tacky. If coating becomes glossy and loses tackiness, remove any surface contaminants then recoat with additional Sikadur 32 Hi -Mod, and proceed. To grout baseplates - Add up to 1 112 parts of oven -dried aggregate to 1 part of mixed Sikadur 32, Hi -Mod, by volume. Place grout under baseplate. Avoid contact with the underside of the plate. A 114 to 3/8 in. (6 to 10 mm) space should remain between the top of the grout and the bottom of the plate. Maximum thickness of grout per lift is 1.5 in. (38 mm) If multiple lifts are needed, allow preceding layer to cool to touch before applying additional layer. The remaining 1/4 to 318 in. (6 to 10 mm) space should be filled with neat Sikadur 32 Hi -Mod. Pour a sufficient quantity of neat epoxy to allow the level to rise slightly higher than the underside of the bearing plate. To gravity feed cracks - Pour neat material into vise- notched crack. Continue placement until completely filled. Seal underside of slab prior to filling if Cracks reflect through. Limitations a Minimum substrate and ambient temperature 40 °F (4 °C). • For spray applications, consult Technical Service at 800 - 933 -7452. • Use only oven -dry aggregate. • Material is a vapor barrier after cure. • For applications on exterior, on -grade substrates, consult Technical Services at 800- 933 -7452. • Do not apply over wet, glistening surface. is Not an aesthetic product Color may alter due to variations in lighting and /or UV exposure Warning Component W - IRRITANT; SENSITIZER - Contains epoxy resin, nonyl phenol. Can cause skin sensitization after prolonged or repeated contact. Eye irritant. May Cause respiratory irritation. Harmful if swallowed. Component `B' - CORROSIVE; IRRITANT; SENSITIZER - Contains amines, silica (quartz), and benzylalcohol nonyl phenol. Contact with eyes or skin causes severe bums. Can cause skin sensitization after prolonged or repeated contact. Skin /respiratoryleye irritant. Harmful if swallowed. Deliberate concentration of vapors of Component A or B for purposes of inhalation is harmful and can be fatal. Cured material, if sanded, may result in exposure to a chemical known to the state of California to Cause Cancer. _ First Aid Eyes:HOld eyelids apart and flush thoroughly with water for 15 minutes. Skin: Remove contaminated clothing. Wash skin thoroughly for 15 minutes with soap and water. Inhalation: Remove person to fresh air. Ingestion: Do not induce vomiting. In all cases, contact a physician immediately if symptoms persist. Clean Up Wear chemical resistant gloves/gogglesldothing. Ventilate area. In absence of adequate general and local exhaust ventilation, use a properly filled NIOSH respirator. Confine spill. Collect with absorbent material. Dispose of in accordance with current, applicable local, state and federal regulations. Uncured material can be removed with solvent. Strictly follow manufacturer's warnings and instructions for use. Cured material can only be removed mechanically. Handling & Storage Avoid direct contact with skin and eyes. Wear chemical resistant gloves /goggles/clothing. Use only with adequate ventilation. In absence of adequate general and local exhaust ventilation, use a property filled NIOSH respirator. Wash thoroughly after handling product. Launder clothing before reuse. Store in a cool dry well ventilated area. FOR tills, and purpose before proceeding with Me full application of the pmduct(s). Sika reserves the ngM to ell All sales of Sika product(s) are subject to its current terms and dorxinons of sale which are available at share, each use of am Mks reenact. the mortal adverse read andfe8ewfhe mantras and Intro LIMITED WARRANTY; Slot warrants this product tar one year Irom date of installation to be free from manufacturing defects and to meet the technical properties an the current Technical Data Sheet if used as directed within shelf Ufa. User determines suitability of product for intended use and assumes all risks. Buyers sole remedy shall be limned to me purchase pnoe or replacement of product midusive of labor or Cast of labor. NOCrHERWARRANTIESEx PRES SORIMPUEASHALLAPPLYINCLUDINGANYWARRANTYOFMERCHANTABRRYORFRNESSFORAPARrICULAR PURPOSE.SWASHALLNOTBEMA UNDEMNYLF LTHEORYFORSPECIALORWNSEQUENBALMtMGES.SIMSHAUL MER PONSIBLE FORTEUSEOFTHIS PROD.UCIN..A. MANcNER..R.N.. M -.. N G._ EONANYPATEN-T.O. _R. A- -N. Y_O. THERINTEALECTUALPROPERTYRIGHTS HELDBYOTHE_R _ S. Vent our webaite at www.si-k.awnateoun on.cm 1•ap.933•SIKA NATION WIDE Regional InTOnnation and Sales Centers. For the location of your nearest Sika sales office. contact your regional center. Sika Corporation Stan Canada Inc. Sika Mexican: S.A. de C. V. �B�I� 201 Poldo Avenue 601 Delmer Avenue Carretem Libre Celaya Km. 8.5 /A Lyndhurst. NJ 07071 Pointe Claire Frisco. Industrial Belvanene Phone: 800- 933 -7452 Quebec H9R 4A9 Comegidom, Queretaro Fax 201- 933E225 Ph.. 514-697-2610 C.P. 76920 cow. Fax: 514-694 -2792 Phone' 524422385800 Sea and Slknuraremgisteredtmde- Fax: 52 442 2250537 mares Made in USA. Primed in Canada. CONCRETE RESTORATION SYSTEMS Part 1 - General 1.01 Summary DIVISION 3 - CONCRETE Section 03300 Cast -in -Place Concrete Bonding Agents for Concrete Spec Component 042 -0101 Sikadur 32 Hi -Mod A. This specification describes the bonding bridge between new portland- cement mortar or concrete and hardened portland- cement mortar or concrete with an epoxy adhesive. 1.02 Quality Assurance A. Manufacturing qualifications: The manufacturer of the specified product shall be ISO 9001 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 received 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 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 product. 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 Provide a written warranty from the manufacturer against defects of materials for a period of five (5) years, beginning with date of substantial completion of the project. 0 Part 2 - Products 2.01 Manufacturers 10 A. Sikadur 32 Hi -Mod, as manufactured by Sika Corporation, is considered to conform to the requirements of this specification. 2.02 Materials A. Epoxy resin adhesive shall be Sikadur 32 Hi -Mod: 1. Component "A" shall be a modified epoxy resin of the epichlorohydrin bisphenol A type containing suitable viscosity control agents. It shall not contain butyl glycidyl ether. 2. Component `B" shall be primarily a reaction product of a selected amine blend with an epoxy resin of the epichlorohydrin bisphenol A type containing suitable viscosity control agents, pigments, and accelerators. 3. The material shall not contain asbestos. 2.03 Performance Criteria A. Properties of the mixed epoxy resin adhesive: 1. Pot Life: min. 30 minutes (60 gram mass) @ 73° F 2. Contact Time: 90'F (32 °C) 1.5 to 2 hours 750E (24 °C) 3 to 4.5 hours 40°F (5 °C) 12 hours 3. Color: Concrete Gray B. Properties of the cured epoxy resin adhesive: 1. Compressive Strength (ASTM D -695) .min. a 3 day: 11300 psi (31.0 MPa) b. 7 day: 11800 psi (44.8 MPa) c. 28 day: 12200 psi (58.6 MPa) Compressive Modulus, PSI :.min. a. 7 day 2.6 x l0' psi (1800 Mpa) 2. Shear Strength (ASTM D -732) a. 14 days: 6200 psi (43 MPa) 3. Flexural Strength (ASTM D -790) min. a. 14 days: 10700 psi (74 MPa) Tangent Modulus of Elasticity in Bending .thin. b. 14 days: 6.9 x 105 psi (4800 Mpa) 4. Bond Strength ASTM C -882 14 days (moist cure) .min. a. Plastic Concrete to Hardened Concrete 2200 psi (13.8 Mpa) b. Plastic Concrete to Steel 2000 psi (13.8Mpa) 5. Water Absorption (ASTM D -570) .max. a. 24 hour 0.27% 6. Tensile properties (ASTM D -638) .min. a. 7 day Tensile Strength 6900 psi (48 Mpa) Elongation at Break 1.9% b. 14 day Modulus of Elasticity 5.4 x 10' psi (3723.3 Mpa) Note: Tests above were performed with material and curing conditions at 73 °F and 45 -55% relative humidity. 0 0 Part 3 - Execution 3.01 Mixing and Application A. Mixing the epoxy resin: Premix each component. Proportion equal parts by volume of Component "A" & Component `B" into a clean, dry mixing pail. Mix thoroughly for 3 minutes with a jiffy paddle on a low -speed (400 -600 rpm) drill. Mix only that quanity of material that can be used within its potlife (25 -35 minutes 73F). B. Placement procedure: 1. Manually apply the mixed epoxy resin to the prepared surface at a approximate rate of 80 sq ft/gal. Use of rollers, brushes,or brooms. Always place the portland cement mortar or concrete before the epoxy adhesive becomes tack -free to touch. 2. To spray apply, the mixed epoxy resin adhesive should be placed in a paint -type pressure pot or applied with a positive displacement pump. The spray gun should be atomized at the nozzle. Spray uniform coat at a approximately rate of 80 sq ft/gal. Always place the Portland cement mortar or concrete before the epoxy adhesive becomes tack -free to the touch. B. Should circumstances prevent the placement of the cement mortar or concrete before the epoxy resin becomes tack -free to touch, within a 48 hour period clean the cured epoxy adhesive to remove any surface contaminatesand re -apply the epoxy resin adhesive. C. Adhere to all limitations and cautions for the epoxy resin adhesive in the manufacturers current printed literature. 3.02 Cleaning A. The uncured epoxy resin adhesive can be cleaned from tools with approved solvent. The cured epoxy resin adhesive can only be removed mechanically. B. Leave finished work and work area in a neat, clean condition without evidence of spillovers onto adjacent areas. 0 SC-042 Sikadur' 32, Hi -Mod Bonding Bridge 0 d s D C 4 � D v v a a � D Q p s p 1. Apply Sikadur 32, Hi -Mod by brush, roller or spray. 2. Place repair material while Sikadur 32, Hi -Mod is still tacky. Note: Sikadur 32 Hi -Mod is not recommended as a bonding bridge for machine- applied reapairs. Concrete Restoration Systems by Sika Corporation, 201 Polito Avenue, Lyndhurst, NJ 07071 • . ' Product Data Sheet ' - Edition 8.2003 :�;• Identification no. 182 .A Sika Armatec 110 EpoCem Sika Armatec ®110 EpoCem® Bonding Agent and Reinforcement Protection t •. Description Sika Armatec 110 EpoCem is a 3- component, solvent- free, moisture - tolerant ,epoxy - modified, cementitious . " productspecifically formulated as a bonding agent and an antl- corrosion coating. jj_5� Where to Use . As an anti - corrosion coating for reinforcing steel in concrete restoration. ■ As added protection to reinforcing steel in areas ofthin concrete cover. " ■ As a bonding agentfor repairs to concrete and steel. ^ 0 ' . r . As a bonding agent for placing fresh, plastic concrete to existing hardened concrete. Advantages . Excellent adhesion to concrete and steel. . " . Acts as an effective barrier age inst penetration ofwater and chlorides. . Long open time - up to 16 hours. . Note vapor barrier. 'tj. . Can be used exterioron- grade. ' . Contains corrosion Inhibitors. ' . Excellembonding bridge for cementorepoxy based repair mor tars. ■ High strength, unaffected by moisture when cured. Y '1 • Spray, brush or roller application. • 1 ■ Non - flammable, solventfree. .. Coverage Bonding agent: minimum (theoretical)on smooth, even substrate 80 sq. ft. /gal.( =20 milsthickness). Coveragewill varydepending on substrate profile and porosity. Reinforcement Protection:40 sq. ftJgal.( =20 mllsthickness )(2coatapplication). Packaging 3.5 gal. unit. (47.61. oz. Comp. A+ 122.1 fl. oz. Comp. B +46.82lb. Comp. C) Comp. A + B in carton, Comp. C in multi -wall bag. 1.65 gal. unit. (22.7 fl. oz. A+ 57.6 fi. oz. B +4 bags @ 5.5 lb.) Factory- proportioned units in a pail. r' Typical Data (Materfa/andcuringconditionsC 73oFand50 %R.H.) . ......___.._—.—_-__--._.._.._.._.._._____..___.. ................................. ...._-_......... _..__....�._.._.. .. .......... Shelf Life tyear in original, unopened packaging. Storage Store dryatO0 95 °F(4 WC). Conditionmaterialto650- 75 °F(18°- 24 °C)before using. If components Aand Bare frozen, discard. ProtectComponentCfrom humidity. Color Concrete gray t .Y i Density(Mlxed) 125 lb./cu. ft, (2.0 kg.) Pot life Approximately90minutes Compressive StrengM(ASTMC -109) Mays 4500 psi (31.0 MPa) 7days 6500 psi (44.8 MPa) 28 days 8500 psi (58.6MPa) FlexuralStrength(ASTMC -348) 28days 1250 psi (8.6 MPa) Splitting Tensile Strength(ASTM C -496) 28days 600 psi (4.1 MPa) Important DataforSikaArmatec 110asaCorrosion ProtectiveCoating Water Water Permeability at 10 bar (145 psi) 8.92x10'" ft. /sec. Control 7.32 x 1010 fLisec. Watervapordiffusion coefficient HP 110 Carbon Dioxide Carbon dioxide diffusion coefficient p CO, 14000 TEST DATA: Time- to- CorrosionStudy - Sika Armatec 110 more than tripled the time to corrosion - Reduced corrosion rate byover40% Important Data for Sika Armatec 110 as Bonding Agent Bond Strength (ASTM C882) Bond of Steel Reinforcemem Sika Armatec 110 Coated EpoxyCoated Plain Reinforcement 14days moist cure, plastic concrete to hardened concrete: Wet on Wet 2800 psi (19.3 MPa) 24 hr. Open Time 2600 psi (17.9 MPa) to Concrete (PulioutTest): 625 psi (4.3 MPa) 508 psi (3.5 MPa) 573 psi (3.95 MPa) 0 • How to Use Surface Preparation Cementitious substrates: Should be cleaned and prepared to achieve a laitance and contaminant- free surface prepared in accordance with the requirements specified by the overlay or repair material < +d by blast cleaning or equivalent mechanical means. Substrate must be saturated surface dry (SSD) SAW, with no standing water. Steel: Should be Cleaned and prepared thoroughly by blast cleaning. Mixing Shake contents of both Component'A' and Component B'. Empty entire contents of both Component'! ;,i�: and Componerl into a clean, dry mixing pail. Mix thoroughly for 30 seconds with a Sika paddle on a - low speed (400800 rpm) drill. Slowly add the entire contents of Component'C' while continuing to mix for 3 minutes until blend is uniform and free of lumps. Mix only that quantity that can be applied within its pot life. ' • Application As a bonding agent - Apply by stiff - bristle brush or broom. Spray apply with Goldblatt Pattern Pistol • or equal equipment. For best results, work the bonding slurry well into the substrate to ensure complete t,; , • coverage of all surface irregularities. Apply the freshly mixed patching mortar or concrete wet on wet, ��, •:'u or up to the maximum recommended open time, onto the bonding slurry. - lilt Maximum recommended open time between application of Armatec 110 and patching mortar or ' .k concrete: ` 80 " -95 -F (26 " -35 "C) 6 hours , i+,.` 65 " -79 "F (18 " -26 "C) 12 hours +:Y Caution 50 "84 -F (10 " -17 "C) 16 hours ' 40 "-49 -F (4' -9 "C) wet -on -wet For corrosion protection only - Apply by stiff - bristle brush or spray at 80 sq. ft. /gal. (20 mils). Take special care to property scat the underside of the totally exposed steel. Allow coating to dry 2 -3 hours 737, then apply a second scat at the same coverage. Allow to dry again before the repair mortar or concrete is applied. Pour or place repair within 7 days. Limitations . Substrate and ambient temperature: Minimum 40 "F (5 °C) Maximum WF (35 °C) Minimum thickness: As a bonding agent 20 mils. t ■ For reinforcement protection 40 mils case of ingestion, immediately consulta physician. Wash clothing before reuse. Cleanup Incase ofspills or leaks, wear suitable protective equipment, contain spill, collectwith absorbent material, .bi and transferto a suitable container. Ventilatearea. Avoid contact. Disposeofin accordance with current, applicable local, state, and federal regulations. KEEP CONTAINER TIGHTLY CLOSED NOT FOR INTERNAL CONSUMPTION KEEP OUT OF REACH OF CHILDREN FOR INDUSTRIAL USE ONLY CONSULT MATERIAL SAFETY DATA SHEET FOR MORE INFORMATION Silks 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. NO OTHER WARRANTIES EXPRESS OR IMPLIED SHALL APPLY INCLUDINGANY WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. SIKA SHALL NOT BE LIABLE UNDER ANY LEGAL THEORY FOR SPECIAL OR CONSEQUENTIAL DAMAGES. Visit our webaite at www.sikaus Loom 1-800 -933SIKA NATIONWIDE Regional Information and Sales Centers. Forthe location of your nearest Silks sales office, contact your regional center. Sika Corporation I sake Len:it Inc. I Sika McJcanaS.A.de C.V. UA fTV 201 Polito Avenue 801 Don an avenue Cametera Libre Cali Km. 8.5 Lyndhurst, NJ 07071 Pointe Claire Corregidora,Queretano Phone: 800- 933 -7452 Quebec H9R4A9 C.P. 76920 A.P. 136 Fax 201- 9336225 Phone: 514697 -2610 Phone: 52 42 25 0122 CkJevFMeNi Fax: 514694 -2792 Fax: 52 42 25 0537 Sika and Armtek are maistered eademarka. Made n USA. Pwascl m USA ■ (2 coats, 20 mils each). Not recommended for usewith expansive grouts. 4 Use of semi -dry mortars onto Sika Armatec 110 EpoCem must be applied "wet on wet ". "weton "formaximum . When used in overhead applications with hand placed patching mortars, use wet mortar build thickness. n Substrate profile as specified by the overlay or repair material is still required. ' .k n As with all cement based materials, avoid contact with aluminum to prevent adverse chemical reaction and ` possible product failure. insulate potential areas of contact by coating aluminum bars, rails, posts etc. with r• an appropriate epoxy such as Sikadur Hi -Mad 32. +:Y Caution Part A &B: IRRITANT; SENSITIZER • Can cause skin sensitization after prolonged or repeated contact. ' Skin and eye Irritant. High concentrations of vapor may cause respiratory irritation. Avoid skin contact. Use onlywithadequateventilation. Use ofsafetygoggles and chemical resistant gloves is recommended. Part C: IRRITANT; SUSPECT CARL NOGEN- Contains crystalline silica, quartz (send); cement. Skinand eye irritant. Dustmaycause respiratory tractin itation. Avoid breathing dust. Use onlywith adequate ventilation. May cause delayed lung Injury (silloosis). IARC listcrystalline silica as having sufficientevidence • of carcinogenicity to laboratory animals and limited evidence ofcarcinogenicity in humans. NTP also lists crystalline silica as a suspect carcinogen. Useof safety gloves is recommended. In caseofhigh dust concentrations or exceedance of PELs, use an appropriate NIOSH approved respirator. - • First Aid In case of eye contact, wash Immediately with soap and water for 15 minutes; immediately consult a physician. In caseofskin contact, wash with soapand water; consulta physician forirritation. Forrespiratory problems, remove person tofresh airand institute artificial respiration ifnecessary; consults physician. In case of ingestion, immediately consulta physician. Wash clothing before reuse. Cleanup Incase ofspills or leaks, wear suitable protective equipment, contain spill, collectwith absorbent material, .bi and transferto a suitable container. Ventilatearea. Avoid contact. Disposeofin accordance with current, applicable local, state, and federal regulations. KEEP CONTAINER TIGHTLY CLOSED NOT FOR INTERNAL CONSUMPTION KEEP OUT OF REACH OF CHILDREN FOR INDUSTRIAL USE ONLY CONSULT MATERIAL SAFETY DATA SHEET FOR MORE INFORMATION Silks 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. NO OTHER WARRANTIES EXPRESS OR IMPLIED SHALL APPLY INCLUDINGANY WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. SIKA SHALL NOT BE LIABLE UNDER ANY LEGAL THEORY FOR SPECIAL OR CONSEQUENTIAL DAMAGES. Visit our webaite at www.sikaus Loom 1-800 -933SIKA NATIONWIDE Regional Information and Sales Centers. Forthe location of your nearest Silks sales office, contact your regional center. Sika Corporation I sake Len:it Inc. I Sika McJcanaS.A.de C.V. UA fTV 201 Polito Avenue 801 Don an avenue Cametera Libre Cali Km. 8.5 Lyndhurst, NJ 07071 Pointe Claire Corregidora,Queretano Phone: 800- 933 -7452 Quebec H9R4A9 C.P. 76920 A.P. 136 Fax 201- 9336225 Phone: 514697 -2610 Phone: 52 42 25 0122 CkJevFMeNi Fax: 514694 -2792 Fax: 52 42 25 0537 Sika and Armtek are maistered eademarka. Made n USA. Pwascl m USA CONCRETE RESTORATION SYSTEMS Part 1 - General 1.01 Summary • i DIVISION 3 - CONCRETE Section 03300 Cast -in -Place Concrete Bonding Agents for Concrete Spec Component 200 -0300 Sika Armatec I I0EpoCem A. This specification describes the use of a bonding bridge between new portland - cement mortar or concrete and hardened portland - cement mortar or concrete. 1.02 Quality Assurance A. Manufacturing qualifications: The manufacturer of the specified product shall be ISO 9001 certified and have in existence a recognized ongoing quality assurance program independently audited on a regular basis. B. Contractor qualifications: Contractor shall be gaulified in the field of Concrete repair and protection with a successful track record of 5 years or more. Contractor shall maintain gaulified personnel who have receiviced 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 Safely 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 Jab 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 coating. 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 five (5) years, beginning with date of substantial completion of the project. 0 Part 2 - Products 2.01 Manufacturers 0 A. Sika Armatec 110 EpoCem, as manufactured by Sika Corporation, is considered to conform to the requirements of this specification. 2.02 Materials A. Epoxy resin /portland cement adhesive shall be Sika Armatec 110 EpoCem 1. Component "A" shall be an epoxy resin /water emulsion containing suitable viscosity control agents. It shall not contain butyl glycidyl ether. 2. Component `B" shall be primarily a water solution of a polyamine. 3. Component "C" shall be a blend of selected Portland cements and sands. 4. The material shall not contain asbestos. 2.03 Performance Criteria A. Properties of the mixed epoxy resin/portland cement adhesive. 1. Pot Life: 90 minutes @ 73° F 2. Contact Time: 95 °F (35 °C) 6 hours 68 °F (20 °C) 12 hours 50 °F (10 °C) 16 hours 40 °F (5 °C) 24 hours 3. Color: dark gray B. Properties of the cured epoxy resin /portland cement adhesive. I. Compressive Strength (ASTM C -109) a 3 day: 4500 psi (31.0 MPa) b. 7 day: 6500 psi (44.8 MPa) c. 28 day: 8500 psi (58.6 MPa) 2. Splitting Tensile Strength (ASTM C -496) a. 28 days: 600 psi (4.1 MPa) 3. Flexural Strength (ASTM C -348) a. 1250 psi (8.6 MPa) 4. Bond Strength ASTM C -882 at 14 days a. Wet on Wet, 0 -hr. open time: 2800 psi ( 19.3 MPa) b. 24 -hr. open time: 2600 psi (17.9 MPa) 5. Bond of Steel Reinforcement to Concrete (Pullout Test) a. Sika Armatec 110 coated 625 -psi (4.3 MPa) b. Epoxy coated 508 psi (3.5 MPa) c. Plain Reinforcement 573 psi (3.95 MPa) 6. The epoxy resin /portland cement adhesive shall not produce a vapor barrier. 7. Material must be proven to prevent corrosion of reinforcing steel when tested under the procedures as set forth by the Federal Highway Administration Program Report No. FHWA/RD86 /193. Proof shall be in the form of an independent testing laboratory corrosion report showing prevention of corrosion of the reinforcing steel. Note: Tests above were performed with material and curing conditions at 73 °F and 45 -55% relative humidity. 0 Part 3 - Execution 3.01 Mixing and Application 0 A. Mixing the epoxy resin: Shake contents of Components "A" and Component `B". Completely empty both components into a clean, dry mixing pail. Mix thoroughly for 30 seconds using a jiffy paddle with a low -speed (400 -600 rpm) drill. Slowly add the entire contents of Component "C" while continuing to mix for 3 minutes until uniform with no lumps. Mix only that quantity that can be applied within its pot life. B. Placement procedure: 1. Apply to prepared surface with a stiff - bristle brush, broom or "hopper type" spray equipment. a. For hand - applied mortars - Place fresh, plastic concrete/mortar while the bonding bridge adhesive is "wet" or within open times indicated in section 2.03.A.2. b. For machine - applied mortars - Apply while the bonding bridge adhesive is "wet" or within the open times indicated in section 2.03.A.2. C. Adhere to all limitations and cautions for the epoxy resin / portland cement adhesive in the manufacturers current printed literature. 3.02 Cleaning A. The uncured epoxy resin /portland cement adhesive can be cleaned from tools with water. The cured epoxy resin /portland cement adhesive can only be removed mechanically. B. Leave finished work and work area in a neat, clean condition without evidence of spillovers onto adjacent areas. SC -200 Sika®Armatec 110 EpoCem Bonding Bridge 1. Pre -wet surface to saturated surface dry (SSD). 2. Apply by stiff bristle brush or spray apply with "hopper type" or equal equipment. 3. Place repair material while Sika Armatec 110 EpoCem is still wet or within indicated open times. .7 V 7 v r e ' v v � IConcrete Restoration Systems by Sika Corporation, 201 Polito Avenue, Lyndhurst, NJ 07071 i 4 I� n e ' v v � IConcrete Restoration Systems by Sika Corporation, 201 Polito Avenue, Lyndhurst, NJ 07071 I OCT 14 2098 • • -��c�a CITY OF NEWPORT BEACH CITY COUNCIL STAFF REPORT Agenda Item No. 9 October 14, 2008 TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL FROM: Public Works Department Peter Tauscher 949 -644 -3316 or pauscher @city.newport- beach.ca.us SUBJECT: BALBOA ISLANDS BULKHEAD AND SEAWALL REPAIR - AWARD OF CONTRACT NO. 3962 Recommendations: 1. Approve the project plans and specifications. 2. Declare the bid submitted by Kitson Specialty Contracting, Inc., of Santa Fe Springs non - responsive. 3. Award Contract No. 3962 to Surfside Restoration & Waterproofing, Inc., for the Total Bid Price of $196,385, and authorize the Mayor and the City Clerk to execute the contract. 4. Establish an amount of $45,615 (23 %) to cover the cost of unforeseen and anticipated work not covered in the original scope. Discussion: At 10:00 a.m. on September 18, 2008, the City Clerk opened and read the following bids for this project: BIDDER Low Surfside Restoration & Waterproofing, Inc. 2 Bielski Specialty Services 3 Superior Gunite 4 Zondiros Corporation 5 Kitson Specialty Contracting, Inc. 6 Ace Restoration & Waterproofing, Inc. 7 Slater Waterproofing, Inc. TOTAL BID AMOUNT "$196,385.00 **$339,301.00 ** *$447,061.00 * ** *$538,300.00 * * ** *$575,910.00 $624,475.00 $629,900.00 * As -bid amount is $196,400.00 ** As -bid amount is $343,285.00 * ** As -bid amount is $450,550.00 * * ** As -bid amount is $537,800.00 * * * ** Nonresponsive • Balboa Islands Bulkhead and Seawaapair - Award of Contract No. 3962 ` October 14, 2008 Page: 2 The low bid total amount is significantly lower than the Engineer's Estimate and could be due to the following reasons: (1) The Engineer's Estimate was prepared using bid prices received from previous identical projects. Surfside Restoration & Waterproofing, Inc. (Surfside) indicated to staff that his unit prices reflect the current construction environment for his company. The average of the other submitted bids was within the range of the Engineer's Estimate; (2) Surfside is relatively small staffed, which allowed for less administrative and overhead costs; and (3) Surfside specializes in concrete, bulkhead, and seawall repairs giving it a competitive advantage to provide lower costs than its competitors. A check of Surfside's references indicates they have satisfactorily completed similar repair projects for other public agencies. Surfside has satisfactory completed four projects involving identical work for the City within the past twelve years. Despite Surfside's low bid prices there was no compromise in the quality of work performed. Surfside possesses a California State Contractors License Classification "C -61" for concrete - related services as required by the project specifications. Due to the low unit prices bid by Surfside, staff recommends Council establish a contingency amount of $45,615, equaling approximately 23% of the contract amount. These additional funds will provide an opportunity for the City to take advantage of the low unit prices to negotiate additional bulkhead and seawall repairs at other locations. This project provides for repairing concrete cracks and spalls, sealing joints, and installing shotcrete to the bulkheads and seawalls along the perimeter of Balboa Island and Little Balboa Island. These repairs will mitigate some of the high tide seawater infiltration caused by non - structural deficiencies. The existing abandoned streetlight pull boxes within the bulkhead copings will be removed and backfilled. Pursuant to the contract specifications, Surfside will have 120 consecutive working days to complete the work with an estimated completion of no later than April 21, 2009. All work under contract shall be inspected for water - tightness during an extreme daytime high tide of at least 6.9 feet before the City will accept the work. The final release of retention will be made at the end of the one -year warranty period. Environmental Review: The project is Categorically Exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15301 of the CEQA Implementing Guidelines. This r. Balboa Islands Bulkhead and A Repair —Award of Contract No. 3962 October 14, 2008 Page: 3 exemption covers the repair, maintenance and minor alteration of existing public facilities with negligible expansion. Public Notice: The Notice Inviting Bids was advertised in the City's official publication. Prior to starting work, City - prepared notices will be, distributed by the contractor to both residents and businesses in the area ten days and 48 -hours prior. Geotechnical. Material Testing, and Surveying Services: Geotechnical, material testing, and surveying services are not anticipated for this project. Funding Availability: There are sufficient funds available in the following account for the project: Account Description Balboa Bulkhead Coping and Seawall Repairs Proposed uses are as follows: Vendor Surfside Restoration Surfside Restoration Various Prepared by: Account Number 7231- C5100835 Total: Amount $ 242,500 $ 242,500 Purpose Amount Construction Contract $ 196,385 Construction Contingency $ 45,615 Printing and Incidentals $ 500 Total: $ 242,500 ;!fie flew Ta�tcr� erTauscher Junior Civil Engineer Attachment: Project Location Map Submitted by: Badum s Director • • CITY OF NEWPORT BEACH OFFICE OF THE CITY CLERK Leilani 1. Brown, MMC July 29, 2010 Mr. John Elder Surfside Restoration & Waterproofing, Inc. P.O. Box 352 Huntington Beach, CA 92648 Subject: Balboa Island Bulkhead and Seawall Repairs (C -3962) Dear Mr. Elder: On July 28, 2009, the City Council of Newport Beach accepted the work for subject project and authorized the City Clerk to file a Notice of Completion, to release the Labor & Materials Bond 35 days after the Notice of Completion had been recorded in accordance with applicable portions of the Civil Code, and to release the Faithful Performance Bond one year after Council acceptance. The Labor & Materials Bond was released on September 11, 2009. The Surety for the contract is Developers Surety and Indemnity Company and the bond number is 72M89P. Enclosed is the Faithful Performance Bond. Sincerely, Leilani 1. Brown, MMC City Clerk . Enclosure 3300 Newport Boulevard • Post Office Box 1768 • Newport Beach, Callfornla 92658 -8915 Telephone: (949) 644 -3005 • Fax: (949) 644 -3039 • www.city.newport- beach.ca.us Recorded in 00al Records, Orange County Tom Daly, Clerk- Recorder WIII�II lI�II�IBiIII1l�IBfIIIIdhaNO FEE RECORDING REQUESTED BY A�l i I V WHEN RECORDED RETURN TO: 2009000425797 08:18am 08107%49 2V WIG 18 AN 190 00N`12 , City Clerk 0,00 0.00 o.00 0.00 0.00 0.00 0.00 0.00 City of Newport Beach C r-ICE OF 3300 Newport Boulevard DIE CITY DIRK Newport Beach, CA 92663 CiiY OF N taPCp f`A(Y "Exempt from recording fees pursuant to Government Code Section 27383" N( NOTICE OF COMPLETION NOTICE IS HEREBY GIVEN that the City of Newport Beach, 3300 Newport Boulevard, t A Newport Beach, California, 92663, as Owner, and Surfside Restoration and tr Waterproofing, of Huntington Beach, California, as Contractor, entered into a Contract on October 14, 2008. Said Contract set forth certain improvements, as follows: Balboa Island Bulkhead and Seawall Repair (C -3962) Work on said Contract was completed, and was found to be acceptable on July 28. 2009, by the City Council. Title to said property is vested in the Owner, and the Surety for said Contract is Developers Surety and Indemnity Company. @Yorks Director Newport Beach I certify, under penalty of perjury, that the foregoing is true and correct to the best of my knowledge. t� , Q��i/uM � n Executed on V "av at Newport Beach, California. BY aMK pF NEWgp�T City Clerk U 0 0 CITY OF NEWPORT BEACH OFFICE OF THE CITY CLERK Leilani 1. Brown. MMC July 29, 2009 Orange County Recorder P. O. Box 238 Santa Ana, CA 92702 RE: Notices of Completion for the following projects: Balboa Island Bulkhead and Seawall Repair (C -3962) OM9 Traffic Signal Upgrades (C4102) Please record the enclosed documents and return them to the City Clerk's office. Thank you. Sincerely, 4 � per`" Leilani I. Brown, MMC City Clerk Enclosures 3300 Newport Boulevard - Post Office Box 1768 • Newport Beach, California 92658 -8915 Telephone: (949) 644 -3005 • Fax: (949) 644 -3039 • www.city.newport- beach.ca.us 0 0 RECORDING REQUESTED BY AND WHEN RECORDED RETURN TO: City Clerk City of Newport Beach 3300 Newport Boulevard Newport Beach, CA 92663 "Exempt from recording fees pursuant to Government Code Section 27383" NOTICE OF COMPLETION NOTICE IS HEREBY GIVEN that the City of Newport Beach, 3300 Newport Boulevard, Newport Beach, California, 92663, as Owner, and Surfside Restoration and Waterproofing, of Huntington Beach, California, as Contractor, entered into a Contract on October 14, 2008. Said Contract set forth certain improvements, as follows: Balboa Island Bulkhead and Seawall Repair (C -3962) Work on said Contract was completed, and was found to be acceptable on July 28. 2009, by the City Council. Tale to said property is vested in the Owner, and the Surety for said Contract is Developers Surety and Indemnity Company. Works Director Newport Beach I certify, under penalty of perjury, that the foregoing is true and correct to the best of my knowledge. Executed on at Newport Beach, California. BY QMti l�� O� �SWpCR� City Clerk u oak Z' ���FOaN�r 0 0 CITY OF NEWPORT BEACH CITY COUNCIL STAFF REPORT !UL 2 8 2009 July 28, 2009 TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL FROM: Public Works Department Peter Tauscher, Project Engineer 949- 644 -3316 or pauscher@city.newport- beach.ca.us SUBJECT: BALBOA ISLANDS BULKHEAD AND SEAWALL REPAIRS — COMPLETION AND ACCEPTANCE OF CONTRACT NO. 3962 Recommendations: 1. Accept the completed work and authorize the City Clerk to file a Notice of Completion. 2. Authorize the City Clerk to release the Labor and Materials bond 35 days after the Notice of Completion has been recorded in accordance with applicable portions of the Civil Code. 3. Release the Faithful Performance Bond one year after Council acceptance. Discussion: On October 14, 2008, City Council authorized the award of Balboa Islands Bulkhead and Seawall Repairs to Surfside Restoration & Waterproofing, Inc. The contract provided for repairs along the perimeter of the Balboa Islands, including: • repairing existing expansion joints, cracks, and spalls; • repairing and replacing shotcrete; • removing abandoned utility boxes; and • removing and replacing damaged streetlight pull boxes. As part of the award, a $45,615 supplementary fund was established to take advantage of the historically low contract unit bid price for bulkhead and seawall repairs in other parts of the City that were not originally thought to be afforded . Based on observations during extreme fide events, General Services Department recommended seven additional general repair areas, as detailed in the following four change orders: Islands Bulkhead and Seawall Repairs - Comp! nd Acceptance of ConVW No. 3962 July 28, 2009 Page 3 Environmental Review The project was Categorically Exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15301 of the CEQA Implementing Guidelines. This exemption covers the repair, maintenance and minor alteration of existing public facilities with negligible expansion. Public Notice: The Notice Inviting Bids was advertised in the City's official publication and in construction industry publications. Prior to starting work, two City- prepared construction informational notices were distributed by the Contractor to residents and businesses within the work vicinity. The first notice was distributed ten days prior to the scheduled work. The second notice was distributed 48 hours before the work commenced. Funding Availability: In addition to the original construction contract, this project involved other project expenses, as summarized below: Construction $241,878.06 Incidentals $180.79 Total Project Cost $242,058.85 Funds for the construction project were expended from the following account: Account Description Account Number Amount Balboa Bulkhead Coping and Seawall Repairs 7231 - 05100835 $ 241,878.06 Total: $ 241,878.06 Prepared by: Submitted by: J FQZ I0 rc cc>c�+� r Scher (vi ephen G. Badum tect Engineer Public Works Director CITY OF NEWPORT BEACH CITY COUNCIL STAFF REPORT Agenda Item No. 6 August 11, 2009 TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL FROM: Public Works Department Fong Tse 949 - 644 -3321 or ftseta)newoortbeachca.00v SUBJECT: COMMUNITY YOUTH CENTER REHABILITATION — COMPLETION AND ACCEPTANCE OF CONTRACT NO. 3959 RECOMMENDATIONS: 1. Accept the completed work. 2. Authorize the City Clerk to file a Notice of Completion. 3. Authorize the City Clerk to release the Labor and Materials bond 35 days after the Notice of Completion has been recorded in accordance with applicable portions of the Civil Code. 4. Release the Faithful Performance Bond 1 year after Council acceptance. DISCUSSION: On January 27, 2009 the City Council awarded the Community Youth. Center (CYC) Rehabilitation project to TBC Contractors Corporation to remodel the center's interior and exterior. The extensive rehabilitation work included: • new glass partitions to minimize sound spillage across activity rooms; • new reception, office spaces, and restrooms; • new flooring; • new ceiling systems; • an upgraded HVAC system; • electrical and plumbing system upgrades; • new wirings and provisions for future audio - visual equipment; • new energy efficient solartubesicircular skylights in the restrooms; • rebuilt exterior door hardware; CYC Rehabilitation - Completion and Acceptance of Contract No. 3959 August 11, 2009 Page 2 • enlarged concrete patios; • secondary exit staircase; • new entrance trellis and walkway; • new signage; • new exterior stucco; • new interior and exterior paint; and • new landscaping. While the designers of building rehabilitation projects cannot be expected to have included all subsurface work items on the plans, the contract documents for this project could have been more complete and included more details. Numerous changes and extra work items totaled $85,487.00 (see attached tabulation sheet). The contract has now been completed to the satisfaction of the Public Works Department. A summary of the contract cost is as follows: Original bid amount: $820,700.00 Actual amount of bid items constructed: $820,700.00 Total amount of change order: $ 85,487.00 Final contract cost: $906,187.00 The final overall construction cost including the extra work and credits was $85,487.00 or 10.4% over the original bid amount. The following is a summary of the project schedule per the Fiscal Year 2008 -2009 Master Project Schedule. Schedule Summary Estimated completion date per June 2008 Schedule: June 19, 2009 Project award for construction: January 27, 2009 Estimated completion date at Award: June 2, 2009 Actual construction completion date: June 5, 2009 Environmental Review: The project is Categorically Exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15301 of the CEQA Implementing Guidelines. This exemption covers the repair, maintenance and minor alteration of existing public facilities with negligible expansion. CYC Rehabilitation - Completion and Acceptance of Contract No. 3959 August 11, 2009 Page 3 Funding Availability: In addition to the primary construction contract, this project involved other project expenses. Total project expenses are summarized as follows: Construction $ 906,187.00 Design 132,165.10 Project Management 26,859.27 Surveying 9,564.00 Landscape Design 6,484.00 Materials Testing 5,216.00 Construction Drawings 4,396.90 Printing and Incidentals 1,806.17 Total Project Cost $1,092,678.44 Funds for the construction project were expended from the following account: Account Description CYC Rehabilitation - General Fund CYC Rehabilitation — Building Excise Tax Prepared Civil Engineer Account Number Amount 7011- C4120806 $ 904,187.00 7271- C4120806 2,000.00 $ 906,187.00 Submitted by: CYC Rehabilitation - Completion and Acceptance of Contract No. 3959 August 11, 2009 Page 4 CYC Rehabilitation Contract No. 3959 List of Change Orders Work Chan es Description Amount 1 Additional construction site temporary erimeter fencing $ 976.00 2 Replace existing patio railings to meet Building Code $ 9,287.00 3 Install restroom solid countertop in lieu of specified laminates $ 3,348.00 4 Add above grade area drainage connections and new grates $ 3,897.00 5 Separate and rewire conduits in attic sub panels per Building Code $ 6,112.00 6 Remove /rewire above ground junction box. Add two duplexes and lower two plugs. $ 2,466.00 7 Rebuild, certi ,and re- install reduced ressure backflow reventer $ 2,460.00 8 Concrete encase existing Edison feed under new trellis $ 4,703.00 9 Reconstruct ceiling in Office /Room 9 $11,308.00 10 Sandblast interior walls next to entrance $ 2,240.00 11 Credit — Li ht fixtures substitution -$ 5,346.00 12 Galvanize exterior guardrails $ 1,344.00 13 Credit — Acoustical ceiling change -$ 8,084.00 14 Exterior concrete staircase re-alignment $12,203.00 15 CMU pf anterwalls $ 1,666.00 16 Paint exposed spiral mechanical ductwork $ 1,913.00 17 Rework walls and install wirings and conduits for AV a ui Tent $15,902.00 18 Credit — Delete trash receptacles -$ 1,884.00 19 Replace existing soffit with new $ 6,439.00 20 Rework/install new front entry header $ 1,791.00 21 Repair irrigation lateral andsprinkler wires $ 4,276.00 22 Roof water testing $ 1,118.00 23 Additional landscaping in front of entrance $ 2,979.00 24 Sign modifications $ 481.00 25 Exterior door hardware re lacement $ 3,824.00 26 Rework and re- finish interior wood ca $ 593.00 27 Credit — Delete independent air balance testin -$ 1,000.00 28 Re -route existing condensate lines $ 475.00 Total Project Changes $85,497.00