TranSystems Corporation - LGM Construction

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501070099 Federal Express Oakland Sort Expansion Issued for Bid 10/11 B. Joint-Sealant Backer Materials: Nonstaining; compatible with joint substrates, sealants, primers, and other joint fillers; and approved for applications indicated by joint sealant manufacturer based on field experience and laboratory testing. 1. Round Backer Rods for Cold-Applied Sealants: ASTM D 5249, Type 3, of diameter and density required to control sealant depths and prevent bottom-side adhesion of sealant. 2.3 COLD-APPLIED JOINT SEALANTS A. Self-Leveling Silicone Sealant for Concrete and Asphalt: ASTM D 5893, Type SL, single-component, low-modulus, neutral-curing, self-leveling silicone sealant. 1. Product: a. Dow Corning; 890-SL. PART 3 - EXECUTION 3.1 INSTALLATION A. Clean out joints immediately before installing joint sealants. B. Joint Priming: Prime joint substrates where indicated or recommended in writing by joint sealant manufacturer, based on sealant compatibility and adhesion tests and prior experience. Confine primers to areas of joint-sealant bond; do not spill primers or allow them to migrate onto adjoining surfaces. C. Sealant Installation: Comply with applicable recommendations in ASTM C 1193. D. Install backer materials to support sealants during application and at position required to produce optimum sealant movement capability. 1. Do not leave gaps between ends of backer materials. 2. Do not stretch, twist, puncture, or tear backer materials. 3. Remove absorbent backer materials that have become wet before sealant application and replace them with dry materials. E. Install sealants at same time backer materials are installed. 1. Place sealants so they directly contact and fully wet joint substrates. 2. Completely fill recesses provided for each joint configuration. 3. Produce uniform, cross-sectional shapes and depths optimize sealant movement capability. F. Tooling of Nonsag Sealants: Immediately after sealant application and before skinning or curing begins, tool sealants to form smooth, uniform beads of configuration indicated; to eliminate air pockets; and to ensure contact and adhesion of sealant with sides of joint. 1. Remove excess sealants from surfaces adjacent to joint. 2. Use tooling agents that are approved in writing by joint sealant manufacturer and that do not discolor sealants or adjacent surfaces. PAVEMENT JOINT SEALANTS 02764 - 2
501070099 Federal Express Oakland Sort Expansion Issued for Bid 10/11 G. Clean excess sealants or sealant smears adjacent to joints as installation progresses by methods and with cleaning materials approved by manufacturers of joint sealants and of products in which joints occur. H. The Contractor shall furnish a separate extended full warranty covering the liquid silicone and installation (labor) performance for a period of five (5) years becoming effective the date the certificate of substantial completion (for the entire project) is issued. The extended warranties shall be issued jointly by the subcontractor responsible for the joint sealant work (if different from the Prime Contractor on this project) and the particular sealant manufacturer. The Extended Warranty shall include the specific wording identified below. The cost of these extended warranties shall be considered incidental to the cost of the concrete pavement. The extended warranty shall be submitted to the Owner prior to the Owner submitting payment of the final (project closeout) pay request to the Contractor. Failure to obtain and furnish the extended full warranty will result in the Owner withholding final payment until such warranties are submitted to the Owner. 1. The pavement joint sealants shall continuously provide a watertight, resilient, and durable (no cracking, blistering, bubbling, or loss of bond to pavement joint walls) seal capable of maintaining these properties under repeated traffic and various weather conditions. The following list of criteria shall constitute the definition of joint sealant material and installation defects and/or failures over the life of any warranty period. 2. Failure/Defect: a. Failure to prevent water from infiltrating pavement joint. b. Failure to prevent the intrusion of incompressibles into the joint. c. Failure to maintain bond, or in the case of compressible sealants, suitable contact, with sidewalls of the pavement. d. Material that cracks, splits, bubbles, or blisters. e. Material that fails to remain resilient and capable of rejecting incompressibles at all pavement temperatures. f. Material that is picked up by, or spread on adjacent horizontal pavement surfaces by, tires, rubber tired vehicular traffic, or the action of a power vacuum rotary brush pavement cleaning equipment, after the specified cure period. g. Material that remains or otherwise becomes tacky and allows the adherence of dust, dirt, small stones, or other similar contaminants. 3. All pavement joint sealants exhibiting one or more of these characteristics shall be deemed unsatisfactory and therefore shall not be in conformance with any warranty performance requirements. Any pavement panel joint exhibiting any one or more of the failure/defect characteristics listed shall be replaced under warranty when the aggregate quantity of those defects occur over 8% or more of the panel joint length. The Owner will inspect the joints at least annually to record conditions. Should the aggregate length of defective joint reach 8% of its panel length warranty repairs/replacement will be required within 45 days or as soon thereafter as weather conditions permit. The Owner reserves the right to make temporary emergency repairs to prevent water intrusion and/or further significant deterioration without invalidating the warranty. Pavement joints exhibiting these characteristics shall be removed and replaced in a satisfactory manner at no additional cost to the Owner. PART 4 – MEASUREMENT AND PAYMENT PAVEMENT JOINT SEALANTS 02764 - 3
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--> --> --> --> INSTRUCTIONS • Us
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Date: TranSystems 220 St.Charles Wa
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FEDERAL EXPRESS CORPORATION STANDAR
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Exhibits Page Description of Projec
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Contractor shall provide and furnis
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(a) written modifications, addenda,
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(viii) interference by a Separate C
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Date in accordance with the terms o
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(b) The Contractor’s Fee, as adju
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segregated so as to give adequate n
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agency that issued that permit or l
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procedures that differ from, or tha
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Section 6.03. Information From Supp
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(ii) require that the Subcontractor
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execute at Contractor’s request a
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determine the adjustments in the Co
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(ii) the Contractor’s “Cost of
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In the calculation of a “Cost of
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perform the Work in the State and l
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person to be replaced, immediately
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ARTICLE 13 PERMITS, LICENSES, LAWS
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FedEx reports that the testing cons
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1,000 gallons (or, if the job site
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performance of the Work and that an
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Contract Documents, Contractor shal
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(vi) to waive and release, to the e
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Section 18.03. Assignment of Warran
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of the date on which the insurer in
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acts or omissions any of the forego
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(d) Contractor shall indemnify, def
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acknowledgement or an arbitrator’
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exercises the termination right, Co
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proposed discovery schedules to the
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corporation in any merger or other
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Section 28.16. Notices. All notices
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A-1 Exhibit A-1 to that certain Con
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Gentlemen: B-1-2 NOTICE TO PROCEED
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C-1-2 (E) a Partial Waiver of Mecha
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C-2-1 Exhibit C-2 to that certain C
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C-2-3 APPLICATION FOR PAYMENT FedEx
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C-3-2 PARTIAL WAIVER OF LIEN: MATER
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Exhibit C-4 to that certain Constru
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Exhibit C-5 to that certain Constru
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C-6-2 CONTRACTOR’S TRANSACTION TA
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D-1-2 CHANGE ORDER Agreement No. Ch
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Agreement No. Change Order Date: Ch
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D-2-2 CONSTRUCTION CHANGE DIRECTIVE
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If the bold-faced portion of this C
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5. If an exposure exists, Contracto
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F-2 the costs associated with submi
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To the extent FedEx, the TSA or the
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G-1 I. DBE PARTICIPATION Exhibit G
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G-3 2. A Women-owned Business Enter
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G-5 MONTHLY DBE COMPLIANCE REPORT P
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H-2 2. Contractor agrees that no pe
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H-4 related medical condition, a kn
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H-6 Asbestos Fluorocarbons Freon Ch
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H-8 compliance, and at such times a
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H-10 ATTACHMENT A Non-Discriminatio
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to the worker, including costs and
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Except where the context otherwise
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APPENDIX B
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June 13, 2008 File No.: 94240 GEOTE
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8.1.4 Site Drainage................
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4. Analyzing the field and laborato
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Our field engineer removed the samp
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4.0 GEOLOGIC AND SEISMIC SETTING Th
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A generalized summary of site-speci
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5.2.1 Clayey Gravel Fill Based on t
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6.0 GEOLOGIC HAZARDS Geologic hazar
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to damage in earthquake from latera
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7.2 CORROSIVITY Based on the corros
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during construction. Abandoned util
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8.1.4 Site Drainage Proper site dra
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8.2.4 Construction Considerations W
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Fa and Fv are estimated from Tables
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Kleinfelder of such intended use. B
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Tokimatsu, K. and H.B. Seed (1987),
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PLATES
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ATTACHED IMAGES: Images: SITE-VIC.j
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MAJOR DIVISIONS LTR ID DESCRIPTION
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L:\2008\08PROJECTS\94240\94240.GPJ
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L:\2008\08PROJECTS\94240\94240.GPJ
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L:\2008\08PROJECTS\94240\94240.GPJ
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L:\2008\08PROJECTS\94240\94240.GPJ
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APPENDIX C
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June 2, 2008 Cooper Testing Laborat
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Corrosivity Test Summary CTL # 336-
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BIDDING UNDER THE PROJECT LABOR AGR
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APPENDIX C3
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INDEX PREAMBLE 3 ARTICLE I PURPOSE
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PORT OF OAKLAND MARITIME AND AVIATI
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ARTICLE I PURPOSE The Port of Oakla
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Vision 2000 additional facilities:
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(g) Construction work ancillary to
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epresentatives of all interested or
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The Committee shall meet at the cal
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applicants will be reviewed and tes
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A Agreement for the period during w
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Section 4. On work where the person
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of or in addition to any other cont
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ARTICLE IX DISPUTES AND GRIEVANCES
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Section 4. Any grievance involving
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negotiated under the applicable Sch
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forth in this Agreement and which i
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they shall be properly supervised a
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contractor requests employees to re
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ARTICLE XVII WORKING CONDITIONS Sec
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(2) Any claim for non-payment of wa
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Its Affiliated International Unions
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International Union of Elevator Con
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International Union of Operating En
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[Date] [Addressee] [Address] [Addre
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February 28, 2000 Letter of Underst
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February 28, 2000 Mr. Larry Blevins
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Letter of Understanding re: Small L
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“Notice to Tenant” “It has co
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Letter of Understanding: Union Hiri
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Letter of Understanding: Contractor
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SECTION 00550 EXHIBIT A PORT OF OAK
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10. Q. Can our company link into Dr
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ENROLLMENT INSTRUCTIONS As Easy as.
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WHO SHOULD YOUR COMMUNICATOR BE? Th
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Drugtest.com 10750 Hammerly Blvd.,
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APPENDIX D
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Section 7. Lockout and Tagging ....
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Section 2. Definitions and Acronyms
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2.3. Acronyms ANSI American Nationa
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4.3. Emergency Reporting Procedures
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4.7. Fuel Spill 4.7.1. Discharged f
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4.12. Transportation 4.12.1. It is
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MSDS dated three years earlier than
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j. Waste resulting from the work mu
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7.1.5. This procedure, when used in
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c. Personnel from other crafts perf
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Section 8. Welding, Cutting, and Bu
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