WELL AND BRIDGE CONSTRUCTION DETAILS AND LOCATIONS

Document Type: 
Collection: 
Document Number (FOIA) /ESDN (CREST): 
CIA-RDP80T00246A000700330001-7
Release Decision: 
RIPPUB
Original Classification: 
C
Document Page Count: 
7
Document Creation Date: 
December 20, 2016
Document Release Date: 
December 7, 2007
Sequence Number: 
1
Case Number: 
Publication Date: 
April 5, 1957
Content Type: 
REPORT
File: 
AttachmentSize
PDF icon CIA-RDP80T00246A000700330001-7.pdf194.22 KB
Body: 
Approved For Release 2007/12/07 : CIA-RDP80T00246A000700330001-7 PREPARED AND DISSEMINATED BY CENTRAL INTELLIGENCE AGENCY Well and Bridge Construction Details and Locations SLY material contaks Information affecting the National Dofea.e of ale Gaited Skit" within the meadnq of the Espioaago Law., This 18, U.S.C. Sera. 793 and 794. the transmission or revelation of which in any manner to an unauthorised per, ran Is prohibited by law. DATE DISTRIBUTED 5 April 1957 1! is report is the result of a joint collection effort by the Air Force, lfsvy, the Army, and s and is disseminated in accordsfass with the provisions of RSCID f7. 2. Before the construction of a well was started In any given area the geological structure was first studied. Once a eater carrying area had been pinpointed, core samples were taken and sent to the Geological 11111111 Directorate, 41 Rakoczy Street, DJtrict VIII in Budapest. Test drilling started alter the core samples had been approved and eater samples were sent to the Water Conservation Scientific Research Institute (visirsdat? Rodasi Tudomanyos Kutato Intezet) 2 Nagyvaraditer, District IS, in Bndlrpest. if the eater samples proved suitable for drinking water or industrial use deep drilling was started 3. Large capacity Vella were asaatrueied L4 the fo3lovina imanne A clam I shall bucket fee sketch in -Item No. 1 attached 25X to a etaue excavated the dirt two inches e r to the required depth. Steel jlipes two meters in diameter in two mater sections were then lowered with l diameter of 180 an. The space between the two pipes as filled edth#7tolthe of about 12 mm size to the water level. foes sketch in ?aelarocedure was fo llowed by r pipes with ne dimeters and the spaces filled with Aimaller sized gravel. The last pipe to be lowered into the ground was an aebestoe-slate pipe with a copper filler screen. All the steel pipes ware than removed and only the asbestos-slate pipe with the copper filters ,remained. The excavation above water level which had been filled with USAF review c Aomp l tration, chemical or otherwise, took place. eted. For drilling mailer wells a truck mounted earth auger was utilized. Only one pipe was used during the construction and the water was used without NAVY -F 2 R NAVY R Approved For Release 2007/12/07 : CIA-RDP80T00246A000700330001-7 filtration. The truck mounted earth auger (three and five ton trucks) were manufactured by 2 Bolan Fu oberendozosek Gyara in the Xbbanya, a district in Budapest. the wells were drilled at about 100 meters distance from the Danube at a depth of about 25 meters (capacities unknown). 6. Two wells were drilled in 1956 two kilometers from Vac f+746c-1908c on the Buki Island. The two veils were 25 meters apart from each other. They were 20 meters deep, for drinking water, with a cepaaity of 900 liters per minute each. Forty-five wells were drilled for industrial use in 1955-1956 in the Ujkigyos ft635N-210187for Bekescsaba 5639N-21057). Capacities of these wells unknown. Your wells were drilled in 1955-1956 for drinking and industrial uses in Bokod L5739N-170~J for Tatabanya f733N 18268) a fast growing industrial town. The capacities of these wells also unknown. capacity is 25 tons. The old bridge was destroyed three time by floods. The new bridge, which was finished before I fled Hungary, will withstand any future flood damages. -"V? ? Lv.v . a Uclll Au The length of the bridge is 22 meters and)the carrying fflee Item No, 2 The piles were needed to give the bridge stability on the soft ground which was prevalent in the area. The bridge has a eight m wide macadam roadway and two concrete sidewalks 40 reinforced concrete piles used in the 7)? The exist ~ ^a+-x1ro l r p s o 38 had only one of its th eggenerators or WIS report. They are classified Confidential. 1. Details of water well and sketch of clam shell bucket. 2. Sketch of bridge area between Labod and Gorgeteg. 3. Sketch of cross section showing construction details of bridge between Labod and Gorgete 25X1 25X1 L0^I 25X NOTE: FITTER VNNIOUS SIZED GgHVEL fins SEEN PLACED SETw/EN STEEL 'PIPES 19LL PIPES FIRE PULLED 9T THE SAMS TIME, VIIITN THE E%CEPTION OF THE Rssesro - SLNTS PIPE, WNICH QEpla INS IN THE WELL. Approved For Release 2007/12/07 : CIA-RDP80T00246A000700330001-7 4 ZOAI Coniden~ial CONCRETE BRIDGE C?NSTRUC-ED )N /95-6 25 Ton Cav AC/-rY \ e GORGETECT CON STRuC7IO>?' S EE OTHER P PJt'l V rx FOR ;RRID6E E7a,) 92 Hoiv e q y 1 :.So>000 RMS SERIES M 773 SHEET 5559-W 1 Co E ;. . Approved For Release 2007/12/07 : CIA-RDP80T00246A000700330001-7 ZOA Confidential MRC90RM Ro9Dws? s,., WuDe. Each CONCREtE S/DEWRIK 2 5m '.tl DE 1?E-ENFORCED CONCRETE -BRIDGE Ln80D * G1RGETEe ,2S TON CRP,9C/Ty 40 PILES REENFORCFD COCREIE 33.5 c,n D'&sIE TER (i onfl d 1