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[`7rd[� . PdLi TY '�T Tru -4h1 -, G m ;, PO4 r, : i , _ 1 � <br /> A . M . ENGINEER.-ING AND TESTENG, INC . <br /> 3504 INDUSTRIAL 33RD STREET <br /> FORT PIERCE, FLORIDA 34946 <br /> (772) 4614508 OrFTCE - (772) 461 -8880 FAX <br /> December 19, 2005 <br /> Indian River County Public Works Department, Engineering Division <br /> 1840 25L' Street <br /> �TPrn R � � �h Xi'lnririo 2 '70� f1 <br /> Re : Construction Testing Estimate <br /> 41Yt Street and 43 "' Avenue Intersection Improvements, IRC Project No . 0236 <br /> A . M. Project No , D - 04772 <br /> Ladies and Gentlemen : <br /> A. M . Engineering and Testing, Inc . is pleased to submit the following estimate of the sail testing <br /> costs for the referenced project. T he estimate is based on our unit prices, our interpretation of the <br /> project specifications , and our experience on similar type projects . The actual testing costs could <br /> vary depending on site conditions , construction schedules, or en.gineerlarchiteet' s requirements . <br /> PAVEMENT AREA SOILS (used on one test location per 200 lineal feet of roadway) . <br /> TEST QUANTITY UNIT PRICE AMOUNT <br /> Base Density , Roadway 30 17 510 <br /> Base Density, Shoulders <br /> Each Side 60 17 1 , 020 <br /> Stabilized Subgra.de Density <br /> Curbs 40 17 680 <br /> Stabilized Subgra.de Density 30 17 510 <br /> Roadway <br /> Stabilized Subgrade Density <br /> Shoulders , Each Side 60 17 1 , 020 <br /> Sidewalk Density 20 17 340 <br /> Limerock Bearing Ratio (LBR) 7 250 1 , 750 <br /> Approx . 800 feet intervals <br /> TOTAL 551 ao <br />