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SI/ZI#: <br />8D:Di 66. 9i/8U 3JI1 XM <br />NEXTELCammuniations, 6ic. <br />Aupust 16, 1999 <br />f� <br />bi6E iZ8 90Z�POIlH�O"I <br />�91M-13127-0 <br />Paoe e <br />5.0 CLOSURE • <br />The condusions and r�ecommendations preseMed in this report are bas�. in part, on the <br />explwadons that we pertam�ed for this study; therefore, if variallons in the subgrads wndtlons are <br />observed at a later tlme, we may need to modify lhis report�to reflect those changes. AORq fs <br />avaiiable to provide geotechnical monitoring, sous and odncrete testkx�, steel and masonry <br />Inspecdon, and other services UrougFaut canstruction. ' <br />s" <br />We appreciate the opporiunity to be of service on this proJecx.'�If you ha�re any questlons regarding <br />this re�port or any aspects ot fhe projU�l, please (eel free to�confact oU� offlce. <br />Sincerely, <br />� _ �r..�` <br />��il.i ;�i-i�� <br />� <br />. .-: : <br />_ . <br />JFVIBSC/beh <br />3 tM�pROPROM IYq�tl�l5wMM1300M1171Z7 NuWypr (tir W.�yd <br />Q�Y S. �.� <br />��r .� <br />� <br />� � - r. <br />�: , ,, .+4053 ,r ... <br />�� <<•,5„x� �� ��9 <br />�s,.;,,r,i. t.. <br />�`,ti. - <br />:.�n,'irii�5 �U---- y.dg �a=yl.l <br />Barty S. Chen, PhD., P.E <br />Assodatd <br />�211MC�] �Id fIL�IV3 '�IJV� NdSS�Z � 66-9i-8 <br />�A9 JJ� <br />