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<br /> ~ ~ <br /> Steve Gallup Exhibit A <br /> October 27, 20Qb <br /> Page 2 <br /> compaction. One laboratory Mr test will be conducted on a compacted sample to determine the <br /> pavement design value for compacted subgrade. <br /> 3. Design Analysis & Report <br /> T'he cumulative Equivalent 1&kip Single Axle Load (ESAL) repetitions (traffic loading) for the design <br /> period will be estimated from the traffic data that you have provided. Design recommendations will be <br /> developed for alternative asphalt concrete and plain Portland cement co~rete (PCC) pavement sections <br /> using the procedures of the 1993 AASHTO Guide for Design of Pavement Structures and the ODOT <br /> Pavement Design Guide. The PCC pavement design will be based on Class 4350 concrete and joint <br /> treatment recommendations will be provided. Alternative designs will be developed for construction <br /> an compacted subgrade and for "cut and cover" construction with fabric reinforced aggregate subgrade <br /> stabilization in lieu of subgrade compaction, The cut and. cover alternative may be advantageous to <br /> expedite construction in wet soil conditions andlor in areas where subgrade stabilization is necessary. <br /> The design recornmendatious will be summarized iA a design report together with design analysis <br /> documentation. Three copies of the design report will be provided. <br /> Project Fee <br /> We propose to accomplish the above described work scope on a time and expenses basis in accordance <br /> with the rate schedule in our current Personal Services Contract with the City (20x3-00216 Amendment <br /> Our estimated fee for this work is 510,744 as itemized below, which we agree not exceed without <br /> your prior authorization. <br /> Labor Est~tate Hemel Rote F.xthnated Hours Leber Fee <br /> Princi #138.72 6 #820 <br /> Pro t ieeer #100.88 80 #6.041 <br /> FWWSeaar7ecbnki~an #82.53 29 #i,813 <br /> E:lerical 358.29 4 #23;i <br /> Lalmr Snbtetal 99 #8,908 <br /> t:xper~aa Itemizatfea <br /> Item Basis Unlt Meta Q Tetat <br /> FWgTest' ht. #180 2 #38D <br /> FWD MobiOzatian Hale #].00 1it1 #110 <br /> field Work Psr giem Ae 5110,00 1 #110 <br /> C ' t ea. 59.25 2 #19 <br /> &inch ~a bit & etch kteb de h 53.50 12 #4z <br /> H Goat+10% #5110 <br /> Ba " Subcoauactor Cost+i0% #830 <br /> MOea a mde #0.405 150 #81 <br /> i?x enssS~total #i,831 <br /> Total f~tlmated Fees #10.740 <br /> I appreciate the opportunity to present this proposal. Please call me at (S43) 235-0377 if you have any <br /> questions regarding this proposal. <br /> Sincerely, <br /> PAVEMENT SERVICES, INC. <br /> ~ r.~~..- <br /> Arthur M. "Bud" Farber, PE <br /> Principal <br /> <br />