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Preliminary geotechnical evaluation, Barron Road and Ridge Road sites, Stewart Airport PDF

76 Pages·1995·3.2 MB·English
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Preview Preliminary geotechnical evaluation, Barron Road and Ridge Road sites, Stewart Airport

STATEOFNEW YORK © DEPARTMENT OF TRANSPORTATION he‘ a: eA _eN _ > EXCELSIO¥- GEOTECHNICAL ENGINEERING BUREAU PRELIMINARY GEOTECHNICAL EVALUATION BARRON ROAD AND RIDGE ROAD SITES STEWART AIRPORT JULY 21, 1995 GE 238 (2/95) . MEMORANDUM DEPARTMENT OF TRANSPORTATION LG): Steven T. Baldwin, Aviation Division, 4-150 FROM: Wesley P. Moody, Director, Geotechnical Engineering. Bureau, 7-102 a a lL ‘SUBJECT: PRELIMINARY GEOTECHNICAL EVALUATION PROPOSED BARRON ROAD AND RIDGE ROAD SITES STEWART AIRPORT DATE: July 21, 1995 The subject preliminary report is attached. It is based on historic records, a field inspection by Bureau Engineering Geologists and the knowledge of our geotechnical engineers and engineering geologists familiar with design and construction in similar conditions in the vicinity of these two sites. Also attached is a listing of services the geotechnical engineering program is capable of providing, if requested. If further assistance is needed, please call me at 457-4712. WPM: DM Attachments WYSDOT ~_ Librory &0 Wolf Road, POD 34 A\bory, New York 12222 Pras) oe Ae uM we vi iu L TFe Ao t < A ‘ ; j i x el nce * ; - ( y , a ay pe | a > xP '- A e Pe) i ‘§ " # ¥ ey) | oN HAR 4 Wy TATROUIRART ‘ip er j = Ete vai ' Sy * art io : ‘pel w ce Uae Ag j 7 : A pe SF Tie Saat ae is n Aa) ol } ite is pee v j ; ‘i : > 7 +a % oy Mv 0) heli . he neea il" i ; ; As . BAR ¥a' Lan Ws f f ‘ ‘bh ie ys, fae < ty ia iy f : a : Ai! y 4 4 Ap’ a } jt wheiheehl Aro. hogan wh #2 ie arte, Chee och tds a jo, mtv gsi i be bY reagi at yky ba Car yas ah LoVe seb sorR ape: ii. h reB hs (Y). a ee 9 hinie 3 ‘fy! CRFING- Bahliieet 1 ahs Loony. ao. aie the att, ped? le as ath fe] Bas Cb igure coin ‘stesY oawr itc et Ab oe mo 4, a had, ey Rey ove, CR pis teva felon Maem fr“i aa gi? eet \ By ep % e, : Tae | ve « ‘ ; : “veh Bary Tiss Geri ge: ake GEOTECHNICAL ENGINEERING SERVICES AVAILABLE FROM THE GEOTECHNICAL ENGINEERING BUREAU Geotechnical engineering personnel are capable of providing full geotech- nical engineering services from design concept through construction completion if requested, or any selected portion of the total project. SUBSURFACE EXPLORATION = Drilling es Geophysical Surveys = Seismic Surveys = Resistivity Surveys LABORATORY TESTING OF SOILS - Classification tests - Triaxial - Consolidation ; Permeability DESIGN ANALYSIS AND RECOMMENDATIONS = Building foundation design and specifications “ Pavement Design - Roadway/Parking lots = Erosion Controls - Earthwork Specifications - Granular Material Sources CONSTRUCTION SUPPORT 2 Technical assistance = Geotechnical Engineering assistance = Engineering Geologists assistance = Preblasting meetings; blasting safety == Vibration Monitoring - Field testing of soils = Gradation - Compaction = Laboratory soil testing “eis ‘ ' ) yer ' tedi ea e te [6 . viA k i } ae ee | : ‘ a" a eae oe ie) a) i Pe we th “ J i ij 4 > ' Tr’ eu : a se ro a he.o n= I honitonna ip gat or ae Holdin) eves cyneutt © sient oor Oatan wat Iie es rey fe eas | fa e vw Ra ri PRELIMINARY GEOTECHNICAL EVALUATION BARRON ROAD AND RIDGE ROAD SITES STEWART AIRPORT NEW YORK STATE DEPARTMENT OF TRANSPORTATION GEOTECHNICAL ENGINEERING BUREAU sore ST, a 2 > or JULY 21, 1995 we uj ‘os Wh tee ‘a i a) ee na i ia ve ey : a : © to ie a ; i Ss 1i a, 7 - —f >. WOITATHOTEMART 80 THMT ATG wl DASAUa O Ma JA ie a sora i av < oGo EIeRHal e Dyt emOep esier gchen ioer e G CONTENTS INTRODUCTION II. GEOLOGIC HISTORY a BARRON ROAD SITE B. RIDGE ROAD SITE Ill. TERRAIN RECONNAISSANCE A. BARRON ROAD SITE B. RIDGE ROAD SITE C. SUMMARY IV. SUBSURFACE INVESTIGATIONS A. BORINGS B. SEISMIC Va CONCLUSIONS A. BARRON ROAD SITE B. RIDGE ROAD SITE ILLUSTRATIONS FIGURE 1 ROCK OUTCROP MAP - BARRON ROAD SITE FIGURE 2 ROCK OUTCROP MAP - RIDGE ROAD SITE FIGURE 3 SURFICIAL TERRAIN UNIT MAP - BARRON ROAD SITE FIGURE 4 SURFICIAL TERRAIN UNIT MAP - RIDGE ROAD SITE TABLE 1 GENERAL TERRAIN UNIT CHARACTERISTICS TABLE 2 GENERAL EARTH ENGINEERING CONSIDERATIONS

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