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Characteristics of Adhesive: <br /> California <br /> Testa Test Requirement <br /> Brookfield Viscosity,No.3 <br /> Spindle at 20 rpm,Pa-s at 25°C 434,Part 4 0.9 max. <br /> Gel time,minutes 434,Part 1 2 to 15 <br /> Slant Shear Strength on Dry 434,Part 5b <br /> Concrete,MPa,after 4 days of 41.4 min. <br /> cure in air at 25°C fl°C <br /> Slant Shear Strength on Wet 434,Part 5b <br /> Concrete,MPa,after 4 days of 21.1 min. <br /> cure in air at 25°C tl°C <br /> Tensile Strength,Mpa 434,Part 7,except 31.0 min. <br /> test after 4 days of <br /> cure at 25°C fl°C <br /> Elongation,% 434,Part 7,except 10 max. <br /> test after 4 days of <br /> cure at 25°C t1°C <br /> a The mixing ratio used will be that recommended by the <br /> manufacturer. <br /> b For slant shear strength on concrete, delete Sections B-1 and B-5 of <br /> California Test 434, Part 5. For dry concrete, use Step "2" below only. <br /> For wet concrete,use both Steps"1"&"2": <br /> 1 Soak blocks in water for 24 hours at 25°C fl°C. Remove and wipe <br /> off excess water. <br /> 2 Mix epoxy as described in California Test 434, Part 1, and apply a <br /> coat approximately 250 gm-inch thick to each diagonal surface. Place <br /> four 3-mm square pieces of shim stock 305 gm thick on one block to <br /> control final film thickness. Before pressing the coated surfaces together, <br /> leave the blocks so that the coated surfaces are horizontal until the epoxy <br /> reacts slightly to prevent excessive flow. <br /> END OF AMENDMENTS <br /> SECTION 2. PROPOSAL REQUIREMENTS AND CONDITIONS <br /> 2-1.01 GENERAL <br /> The bidder's attention is directed to the provisions in Section 2, "Proposal Requirements and Conditions,"of the Standard <br /> Specifications and these special provisions for the requirements and conditions which the bidder must observe in the <br /> preparation of the proposal form and the submission of the bid. <br /> The bidder shall complete the"List of Subcontractors"form in the Proposal and Contract book,listing the name,address, <br /> and portion of work to be performed by each subcontractor listed. In addition to the subcontractors required to be listed in <br /> conformance with Section 2-1.054, "Required Listing of Proposed Subcontractors,"of the Standard Specifications,the bidder <br /> shall list on this form each first tier Disabled Veteran Business Enterprise subcontractor to be used for credit in meeting the <br /> goal. A first tier subcontractor is one to whom the bidder proposes to directly subcontract portions of the work. <br /> The Bidder's Bond form mentioned in the last paragraph in Section 2-1.07, "Proposal Guaranty," of the Standard <br /> Specifications will be found following the signature page of the Proposal. <br /> Submit request for substitution of an "or equal" item, and the data substantiating the request to the Department of <br /> Transportation, Central Region Construction, P.O. Box 12616, Fresno, CA 93778, so that the request is received by the <br /> Department by close of business on the fourth business day following bid opening. <br /> In conformance with Public Contract Code Section 7106, a Noncollusion Affidavit is included in the Proposal. Signing <br /> the Proposal shall also constitute signature of the Noncollusion Affidavit. <br /> Failure of the bidder to fulfill the requirements of the Special Provisions for submittals required to be furnished after bid <br /> opening, (including but not limited to DVBE submittals, and escrowed bid documents or prequalification materials when <br /> required),may subject the bidder to a determination of the bidder's responsibility in the event it is the apparent low bidder on <br /> any subsequent public works contracts. <br /> Contract No. 10-0M7104 <br /> 101 <br />