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Subsidence ln��estigation SDII Project Number:3023547 <br /> Quiros-Martii�ez Residence-Zephyrhills, Florida <br /> The total qu:mtity of grout required can vary based on site conditions, but is likely to be between <br /> 100 and 17`� cubic yards (cy). The estimated cost for repair is based on the higher volume of <br /> grout. <br /> Following the compaction gouting, SDlI recommends, based on the very loose shallow soil <br /> conditions encountered in the hand auger and SPT boring, that the shallow soils arot►nd the <br /> perimeter of�he residence be stabilized through a program of vertical chemical grout injection. <br /> The chemical grout injection should be high-density polymer resins that when mixed, will create <br /> an expandint; polyurethane (or equivalent) foam that can lift, realign, and fill voids under <br /> concrete slab,� and foundations being supported by base soils. Typically, once injected, the resin <br /> mixture expa.nds into the composite rnaterial (foam), filling voids, bindrng soils, and exerting a <br /> controlled compressive uplifting force under a limited area of the slab/foundation. The foam <br /> then cures inl:o a stable replacement base material for the slab/foundation. The chemical grout <br /> should be ve,�tically injected approximately 5 feet on center over a depth range from 2 to 8 feet <br /> below the for.>ting around the perimeter of the residence, through drilled holes in exterior slabs <br /> where necess.,ary. A total of 29 vertical injection points will be required under the foundation <br /> slab at the a�rproximate locations depicted in Figure 7. If necessary, points shall be inclined as <br /> necessary so that the material will be injected directly beneath the center of the footing or load <br /> bearing locati�on closest to each injection point. An estimated 20 to 25 pound of material will be <br /> required at earh injection location. The chemical grout injection should be postponed a minimum <br /> of 30 days af't.er the completion of the compaction grouting to allow for any subsequent ground <br /> movement to occur. The contractor is to submit a detailed description of the proposed chemical <br /> injection prog;ram for approval. <br /> A list of estiriiated costs for repair and engineering supervision is provided below, lt does not <br /> include estim��tes for cosmetic repairs, which should be estimated by a qualified insurance <br /> adjustor or co�ntractor. Cosmetic repairs can begin shortly after the completion of the chemical <br /> grout injection.s. <br /> A. Install grout pipes: 15 @ 60 feet(average)@$17/ft......... ......... ....$]5,300 <br /> B. Groutii7g: 175 cy @$170/cy...................................... ......................$29,750 <br /> C. Mobili:zation and injection of up to 725 pounds of material...............$9,250 <br /> D. Monitc�ring and Certification........................................................... $4.975 <br /> Total.............$59,275 <br /> This cost estirnate should be considered an "order of magnitude" estimate of actual construction <br /> costs, and therefore should not be construed as a bid for perforrning the work. Actual costs can <br /> only be deterrriined through solicitation of bids from qualified contractors. <br /> Continuous m�anitoring by 5DII personnel during remediation is suggested to verify compliance <br /> with these recc�mmendations and to make necessary adjustrnents to the remediation program due <br /> to unforeseen ;..ite conditions. This will also allow the engineer who created the remedial design <br /> to certify that t�e remediation met design specifications. <br /> 3-5 <br />