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R2012-126 AUTHORIZING CHANGE ORDER NO. 1, GOLF ACQUISITION GROUP, LLC
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R2012-126 AUTHORIZING CHANGE ORDER NO. 1, GOLF ACQUISITION GROUP, LLC
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8/20/2015 3:27:19 PM
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Resolution/Ordinance
Res Ord Num
R2012-126
Res Ord Title
AUTHORIZING CHANGE ORDER NO. 1, GOLF ACQUISITION GROUP, LLC, D/B/A GOLF CONSTRUCTION PARKING GARAGES B & C REPAIRS PROJECT
Approved Date
6/4/2012
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City of Decatur <br /> ■1�1 Garages B & C Restoration <br /> A <br /> Project Cost Overruns <br /> May 24, 2012 <br /> represents a quantity increase of four times the original repair area. This effect can be <br /> magnified as ever-growing areas of deterioration provide additional avenues for water <br /> infiltration. <br /> 2. Garage B has been the subject of numerous prior repair programs leaving behind numerous <br /> areas of slab patching. Previous patches are generally more susceptible to deterioration <br /> due to the bond between the new patch material and the existing substrate. Repairs within <br /> existing patches often result in full or significant additional removal of the entire patch, not <br /> just the deteriorated section. Not only is the bond line subject to failure, the material <br /> discontinuity between the patch and adjacent concrete can result in accelerated <br /> deterioration of concrete adjacent to the patch. Although we did anticipate some <br /> additional quantities due to prior patch failure, there was much more than we had <br /> projected as many patches that appeared sound became debonding during demolition of <br /> adjacent areas. <br /> 3. Patches above the steel beams and along the embedded conduit tended to grow <br /> significantly from the survey quantities. This is likely the result of a combination of the first two <br /> contributors of time and previous patching. Cracks were noted along the embedded <br /> conduit between previous patch areas. Although treated, these cracks will allow moisture <br /> in over time, causing deterioration along the length of the conduit. Water leaking above <br /> the steel beams will penetrate along the length of the beam top flange, causing <br /> debonding and concrete deterioration. More and larger patches were found along the <br /> conduit and above the beams during the course of the project to-date. <br /> It should be noted that, while there is the potential for additional changes in final quantities as Golf <br /> wraps up work in Garage B and begins work in Garage C, the risk for significant cost increase is <br /> NOT considered to be high. This is based on the initial concrete soundings in Garage C by Golf, as <br /> well as the fact that the major cost items in Garage C have fixed quantities determined by <br /> geometry (e.g. expansion joints and deck coating) meaning that for those items there is little <br /> potential for quantities to increase. <br /> Please feel free to contact me if you have any questions regarding the above, or require any <br /> additional information. <br /> Sincerely, <br /> Carl Walker, Inc. <br /> Pat Martin, P.E. <br /> Director of Restoration <br /> cc: John Kennedy, P.E. <br /> Richard Marley, P.E. <br />
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