STEEL COMBINE AT SZTALINVAROS

Document Type: 
Collection: 
Document Number (FOIA) /ESDN (CREST): 
CIA-RDP82-00457R011500270009-0
Release Decision: 
RIPPUB
Original Classification: 
S
Document Page Count: 
2
Document Creation Date: 
December 20, 2016
Document Release Date: 
March 6, 2006
Sequence Number: 
9
Case Number: 
Publication Date: 
April 21, 1952
Content Type: 
REPORT
File: 
AttachmentSize
PDF icon CIA-RDP82-00457R011500270009-0.pdf156.98 KB
Body: 
jApproved For Release 2006/04QA :: IA-R 2-00457ROl 1500270009-0 11tj" w FORM NO. 51rt~AA FEB 1952 THIS DOCUMENT CONTAINS INFORMATION AFFECTING THE NATIONAL DEFENSE OF THE UNITED STATES, WITHIN THE MEANING OF TITLE 18, SECTIONS 793 AND 794, OF THE U.S. CODE, AS AMENDED. ITS TRANSMISSION OR REVE- LATION OF ITS CONTENTS TO OR RECEIPT BY AN UNAUTHORIZED PERSON 15 .PROHIBITED BY LAW. THE REPRODUCTION OF THIS FORM IS PROHIBITED. CENTRAL INTELLIGENCE AGENCY s a /cOMIROL - U. S. OFFICIALS ONLY SECURITY INFORMATION INFORMATION REPORT REPORT NO. COUNTRY Hungary 25X1 SUBJECT Steel Combine a:.t SztalinvAros DATE DISTR. 21 April 1952 NO. OF PAGES . OF ENCLS. NOT CIRCULATE SUPPLEMENT TO THIS IS UNEVALUATED INFORMATION 25X1 1h - t middle of DDec ,rnber 1951, the Steel Combine of Sztalinvaros (Dunapentele) (N36) was not yet In operation. Because of difficulties in construction it is thought that op ;rations at the Plant will not begin until 1954. Some of the factors which hinder the progress of the constructions are as follows: lank af" skill and rapid turn-Over in workers. Absenteeism,, . in spite of stri ng eLt controls, increased greatly and amounted, to 71,000 working days for a latIcu force less than 15,000, during the first half of 1951. The manageme xt reve-rthel? ss expects that the number of workers will be increased to 207000 by the middle of 1952. The constant revisions of the construction. plans by the supervising Russ,da. en.gic eers hinder the completion of the project,, These revisions are due to the lack of a single c ardinating authority In charge of construction and also to ur.Lexpec-ted difficulties which develop during the erection of the Plant.. Some of the unforeseen barriers encountered during the raising of the Combine: are as follows; l loess type of soil which washes out very easily in case of flooding of a founndatior.. Such flooding could be caused by the nearby Danube or by broken water mains. To forestall dangerous flooding of the soil by broken water mains,, these, including the already completed ones, are to ce covered with cover pipes. 111he, unfavorable soil condition is responsible for the employment of the Russian d ^nsi.fication process under the supervision of Professor Abeleev (fnu). This soil treatment consists of placing explosives in a checkerboard fashion in holes 6-8 m. deep and with a diameter of 6 ' cm~ These. boles are filled with water up to 80 cm. from the tpp. STATE NAVY SR,R ET/C4,?.. OL U.S.. 01 M__ C'_L4TjS 011LY Approved For Release 2006/04/20 : CIA-RDP82-00457R011500270009-0 Approved For Release 2006/04/20 : CIA-RDP82-00457R011500270009-0 SECRET.'/COI OL ,- U.S. Ck'FICIALS OILY The charges in. this checkerboard area are exploded simultaaeously, . causing holes 35-1+0. cm. in diameter. These holes are then. filled with gravel,. The soil, thus prepared Is allegedly firm enough to support even the turbines of the power plant. c.. The harbor wall construction is not progressing satisfactorily. This ''o.$et until recently was under the supervision of a Hungarian engineer, named. Egyed. Serf, It is understood that Serf is now a subordinate of Iorsungv (fnu)? a Russian,, who found. Serf's plans unsatisfactory and has considarib ' altered them.. The harbor walls are prefabricated in the shape of a abi se hull 1.0 km.. : or?th of Sztalinv&ros on the island of Tass. These coneretA hulls then are floated down the Danube river to Sztalinvdrosr where that' are filled with gravel. Many of these hulls were re,5ecteci because of faulty construction. 2. it is estimated. that the Steel Combine of Sztalinvrros'will have consumed by 1954 the following material 120,000,000 bricks 200,000 tons of cement 100,000 cu.m. of lumber 20,000 tone of lime 170,000 tons of gushed stores 30,000 tons of fine stone filler 35,000 tons of concrete steel 60,000 tons of construction steel 70,:000 tolls of firebrick 10,000 tons of rails 15,000 tons of miscellaneous pipes. Not included in this list are supplies needed, for the power plant and for t construction of the spur track leading into the area of the Combine. SFr_R- /COIT.OT, - U.S. OFFICIALS ONLY" Approved For Release 2006/04/20 : CIA-RDP82-00457R011500270009-0