ANNEX (PART A) TO JUNE 1964 SUMMARY REPORT ON TRANSPORTATION IN EAST GERMANY, USSR, POLAND, AND CZECHOSLOVAKIA

• Document Type: CREST
• Collection: General CIA Records
• Document Number (FOIA) /ESDN (CREST): CIA-RDP80-00247A001200100001-5
• Release Decision: RIPPUB
• Original Classification: S
• Document Page Count: 19
• Document Creation Date: December 27, 2016
• Document Release Date: January 9, 2014
• Sequence Number: 1
• Publication Date: August 24, 1964
• Content Type: REPORT

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CENTRAL INTELLIGENCE AGENCY
This material contains information affecting the National ,Defense of the United States within the meaning of the Espionage Laws, Title
18, U.S.C. Secs. 793 and 794, the transzbission or ,revelation of which in any manner to an unauthorized person is prohibited by law.
SECRET
NO FOREIGN DISSEM
COUNTRY East Germany/USSR/Poland/ REPORT
Czechoslovakia
SIALIKT Annex (Part AY to June 1964
Summary Report On Transportation
in East Germany, USSR, Poland,
/and Czechoslovakia
DATE OF
INFO.
PLACE &
DATE ACQ
DATE DISTR.
NO. PAGES
REFERENCES
50X1-HUM
2 4 AUG 1964
1 50X1-HUM
50X1-HUM
THIS IS UNEVALUATED INFORMATION. SOURCE GRADINGS ARE DEFINITIVE. dPPRAISAL OF CONTENT 'IS TENTATIVE.
50X1-HUM
1
summary report for June 1964 On Soviet Bloc 1
transportationin East Germany, the USSR, Poland, and Czechoslovakia i
(18 page ;I: . 50X1-HUM
,
\ ?
Distribution Of Attachments:
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ORR:
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Air
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STATE X I MA XI ARMY #X I NAVY #X I AIR
50X1-HUM
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4
3.
2
1
GROUP 1
Excluded from automatic
downgrading and
declassification
#X I NSA
AID
50X1-HUM
(Note: Field distribution indicated by "#".)
NFORMATION REPORT INFORMATION REPORT
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NOFORE ESEK. Annex to Transportation
? Summary for. June -1964
? --ELBE BRIDGES
Railroad Bridges 50X1-HUM
(Status of June 1964)
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NO FAUN IIISSFIVI
50X1 -HUM
CROUP
EXcludert front automatic
downgrading and
declassification
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Annex to Transportation'
Summary for June 1964
_Soviet Zone Railroad Brid es Across Elbe River
1. At the end of World War 112- numerous Elbe bridges were
either _destroyed or heavily damaged. During the first years
after the war, the. most important bridges were temporarily
restored with detachable and heavy war-time bridge equipment.
With the exception of the-Wittenberge railroad bridge, this
state of affairs has not been changed up to the present time.
The 1959 1965 Seven Year Plan provides for the removal of
all war-time bridge equipment and for its replacement by
permanent steel structures. .However, the realization of this
program appears impossible in view of the fact that, at
present, there is not even steel enough ayailable for the
planned new bridge structures.
2. River-kilometers counting begins at the Soviet Zone/Czech
border and not at the 'source of the Elbe river in Czechoslo-
vakia.
5. The heavy Reichsbahn bridge testing train 'S' consists of
one locomotive with five axle pressures of 25 tons each and
a following equally distributed load of 8 - 10 t/km.
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-3-.
Annex to Transportation
Summary for June 1964
ElII2E122EaR (River Kilometer. 454,9))
Combination railroad and highway, bridge on double track Stendal
LudwigSlust line and Stendal:-.Perleberg stretch of Highway
F-189.
Location: UTM PD 853.743 (River Kilometer 454.5
Length : 1,075 meters.
Width : Double track (2' parallel bridges); East, side track
(upstream) planked for vehicular traffic; one 2-meter
sidewalk.
Capacity: Rail traffic: Heavy Reichsbahn bridge testing train...
Vehicular traffic: 40 tons..
Type of construction and design:
From SW to NE:. Deck type, 12-span masonry arches;
thru type, 14 span multi-angular steel
trusses including one temporary
structure of war-time bridge equipment
over two spans on roadway side.. One
towerlike masonry structure each on,
both abutments and on joint betweeii
masonry arch section and steel truss
section;
the masonry structures do not overtop
the bridge structure.
Piers: 25, solid, faced with freestone.
Width of spans: 12x24 + lx40 + 10x53.50 + over water gap:
(in meters) 1x53,50 + 1x84 + lx42.
Year of construction and/or putting into service: 1884 and 1909;
Restoration in. August 1946,
Note: Bridge was partially destroyed in 1945. Two temporary
spans (.1x41 + 1x86.0 meters) of war-time bridge equipment
were replaced by steel structures in 1956. Renovation of
highway bridge in fall of 1963.
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- 4 -
Annex. to Transportation.
'Summary for:June 19
Hammerten near:StendalARiVer-Kilometer. 393,3)
Railroad bridge an:single track StendaL--Berlin line.,
Location: UTM-TU 971 318-(RiVerKilemetor 396.1)
Length. ,:.810 meters.
Width : Single track
Capacity: Heavy Reichsbahh-bridge testing train.,
Type of.construction.and.design:.
From S to N: 1st - 9th. span, deck-type, steel truss
girder bridge;
10th - 12th and 16th - 18th span,
thru-type steel structures with six.
medium-size trusses;
13th - 15th span, thru-type structure
with one continuous rectangular truss
(about twice as high as in spans 10-12)-
of heavy war-time bridge equipment.
Piers: .17, solid, faced with freestone (3 river piers).,
Width of spans: 8x34 + 1x41 + 3x45 + 1x66 + 1x107 + 1x66 +:3x41'
(in meters)
Year of construction and/or putting .into service: .1924-26.
Reconstruction 1946-47..
Note: Bridge partially. destroyed in 1945. Restoration double
track, however, temporrTy structures (war-time bridge
equipment) only 'single track.,
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Annex to Transportation
Summary for June 1964
Magdebilrg tiver KilOmeters 318.8 - 332.7)
Herrenkrug railroad bridge On double- track Magdeburg - .Berlin'
'line.
Location: UTM PC 826 811 (River Kilemeter.329'.6)
Jiehgth : 679 meters
Width Double track
Capacity: 'Heavy ReiChSbahn bridge testing train.
Type of construction and design:
From W'tO E: 1st -.4th, 12th and 13th .span:?thru-type
low rectangular 6-spansteel truss struct-
ures; ?
5th 6th, 14th and 15th span: deck-type
Steel plate web girder structures;
7th - 10th span: thru-type, multi-angular
steel truss structures; apex of spans
about three times higher. over track than
Upper chords of spans 1-4, 12, and 13.
11th Span: thru-type, rectangular temp
orary'structure of heavy war-time bridge
equipment; higher than spans 7-10.
16th - 17th span: ? steel.thru-type
continuoud trapeze truss structure, about
twice as high above track than upper
chords of spans 1-4, 12, and 13.
Piers: 16, solid masonry (two river piers)
Width of spans: 4x30 + 2x20 + 5+70 + 2x70 water gaps
(in meters) + 2x30 'x 2x20 + 2x30.
Year. of construction and/or puttinginto service:
Reconstruction in 1945/46.
Note: Bridge was partially destroyed in 1945.
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- 6 - Annex to Transportation
Summary for June 1964
plagdel?1,11z
Railread bridges on Single track Magdeburg.Buckau - Biederitz
line.
From West to East:
a) BuckaU railroad bridge across Stromelbe River (Lift Bridge)
Location: UTM PC 806 778 (River Kilometer 325.8)
Length : 205 meters
Width : Single track
Capacity: Heavy Reichsbahn bridge testing train.
Construction and design:
From W to 1st span: steel thru-type bowstring
girder or malti-angular truss structure.
2d epan: steel thru-type semi-parabolic girder
or multi-angular truss span; span, suspended between
jacking piers of a lift, can be raised 3 meters.
3d - 5th span: thru-type steel trapeze truss
structures. Apex of Span 1 about twice, and apex of
? Span 2 about three times higher above track than
upper chord of spans 3-5.
4, solid masonry (three river piers)
Piers:
Width of spans: lx40 + lx90 x 3x25 fairway.
(in meters)
Year of .
/construction and/or putting into service: about 1900.
Note: Each one narrow .footway on both sides. Speed limit
on bridge 30 km/h.
b) Bridge across Alte Elbe River.
Location: UTM PC 816 785
Length : .210 -meters
Width : Single track
Capacity Heavy Reichsbahn bridge. testing train,
Type of construction and design: 9:steel thru-type trapeze
truss structures
Piers: a, solid masonry..
Width of spans: 9 x 23
(in meters)
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7 Annex to Transportation
Summary for June 1964.
:22LEhy. (River Kilometer 293,.4)
Railroad bridge on single track Glisten - Berlin line across
Elbe River and floodplain area.
Location: UTM PC 982 628 '(River Kilometer 293.6)
Length : 754..45 meters,
Width : Single track, one sidewalk upstream
'Capacity: Heavy Reichsbahn bridge testing train.
Type of construction and .design:
From W to E: 1st, 4th - 6th span:. steel thrU-type
multi-angular truss or bowstring structures.
2d and 3d span: steel thru-type.:;spans of heavy
war-time bridge equipment; superstructures of spans
1 - 6 about equally high as those of spahs 2 and 3;
7th - 16th span: steel thru-type continuous rectangul-
ar truss, bridge; trusses more than 50 percent lower
than those of spans 1-6.
In western abutment one masonry arch spanning road
on both abutments two pairs Of towers overtopping
trusses.
Piers: 15, solid masonry (4 river' piers)
Width of spans: 2x66 (war-time bridge equipment) +
(in meters) 3x65.5 + 10x55.75.
Year of construction and/or putting into service: After
restoration, on 1-March 1958.
Note: Bridge was partially destroyed in. 1945. Foandations
available for a deck to carry second track.
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- 8 - Annex to Transportation
Summary for June. 1964
Dessau - Rosslau (River Kilometers Dessau 259.69 Rosslau 257.3)
Railroad bridge on double track Dessau-Rosslau line.
Location: UTM UT 099 516 (River Kilometer 257.7)
Length : 216 meters'
Width : Double track
Capacity:. Heavy Reichsbahn bridge testing train.
Type of construction and design:
From W to E: 1st and 5th-span: steel thru-type; two
X-truao(six angular) structures of war-time bridge
equipment.
2d - 4th span: thru-type steel three multi-angular
trusses. Bridge is symmetric.
Piers : 4, selid masonry (4 river piers)
Width of. spans: 1x40 (war-time bridge equipment) + lx39 +
(in meters) 1x39 + 1x39 + 1x40 (war-time bridge equipment)
Year of construction and/or putting into service: In November
1945, restoration for initially single track.operation.
Note: Bridge was partially destroyed in 1945.
Parallel to down-stream side railroad bridge a highway
bridge resting on same piers as railroad bridge.
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9 - Annex to Transportation
'Bumma?ty.foriJune 1964
Lutherstadt.Wittenbera (River Kilometer 213.8)
Railroad bridLe on double track Halle - Berlin line
Location: UTM UT 380'479.(River Kilometer 213.8)
Length: 260 meter.
. Width: double track
Capacity: Heavy Reichsbahn bridge-testing train
?Type of construction .and design:
From S to N: '1st span: steel,'thru-type,
rectangular truss.
api span: steel, thr,utypel trapeze truss
10th span: 8 steel, thru-type
trapeze structures.
'Upper chord of aisPan about twice as
high above track as upper chords of
spans 1 and 3-10.
Piers: 9, solid masonry
-1414:W; 2x45.1- 8x22
-(in Meters)
Year of construction and/or putting .into service:
In 'July 19451 restoration of temporary bridge for
single track traffic; in June 1947,, -restoration
for double track traffic, ,
Note: .Bridge was partially destroyed in 1945. A highway
bridge immediately parallel to upstream railroad bridge,
Speed limit on railroad bridge 30 km/h.
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- TO - Anne3utoTranspoi-tatih
Summary for;: June 1964
To (River Kil.pmeter 154.6)
Railroad. bri.ga.on.singIe-track..Torgau: --Falkenberg line
Location: UTM UT:621149:(River-Kilometer.15642),
Width:- Single track
Rpga4y:t 350 meters
heavy'Reichsbahn.bridge testing train.
Type of construction. .and.. desigm
7-span steel'thm-type multiangular trusd.
'structtires.i.. On bothabutments; tower structures
of:.about.same. height as apex of trusses.
Piers: 6, solid masonry (3 river piers)
Width of spans: 7x50
in meters.
Year,of construction-and/or putting into service:
restoration in September 1945
Note: Bridge was partially destroyed in 1.945. ?
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-A1-- Annex to Transportation
Summary.for.June 1964
Riesa (River Kilometer 108.3)
Raill12ALLLL1E2 on double .tradk,RIesa - Zeithain line.
Location: UTM US 811 861 (RivarACilometer 109.1)
Length: 348 meters
double track
Capacity: .Heavy Reichsbahn bridge testing train
Type of construction and. design:
From W to E:
1st.- at span: steel deck-type plate web girder
structure.
4th - 6th span: three:steel thru-type bowstring
truss structures, with each 2 pairs of slim
towers on both ends of this bridge portion;
towers overtop trUBOos.
5, solid masonry (2 river piers)
Piers:
Width. of Spans: 3x16 +'1x100 + 1x100 (fairway) + lx100
(in meters.)
Year ,of construction and/or putting into service:
restoration in July 1947.
Note: Bridge partially ..destroyed in 1945.,
'Prior to opening of new road bridge on Highway F-169,
vehicular traffic routed via railroad bridge; upstream
track had been :Planked. New railroad bridge
.damned for. 1964,
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12 -
Annex to:
Summary
Summary for June 1964
Mej,s,sen (River,Kilometer 82.0)
EBilroad bridgp.-on,single track Nossen. -'Coewig line
Location: " UTM USt 937 691, -(RiverKilOmeto'r 82.5)
Length: 262 .meters
Width: For two tracks; presdntly only Dne track
available on upstream side.,
Capacity: Heavy Reichsbahn bridge testing train.
Type of construction and design:
From Ikl_tp
1st span: concrete deck-type plate web girder
structure
2nd and 6th span: steel deck-type truss
structures
3rd - 5th span: steel, deck-type, part through-
type structures; track'in.uPper third of
truss, therefore especially low superstructure.
7th span: presumably concrete deck-type structure,
, supported in the center, therefore two partial spans
of 8 meters each.
Piers: 4 river piers, 'solid masonry.
Width of spans: lx18. +-1x24 lx60 (river gag) 1x60 (river
(in meters 'gap) + 1x60 ..1=1x24 2x8..
Year of construotion and/or putting into. service: restoration
in.November 1945.
Note; Bridge was partially destroyed in 1945. Downstream
side of bridge has 1x2-meter footway.
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-13 Annex to Transportation
Summary for June 1964
Niederwartha (River ,Kiloineter 69.5)
Railroad and road bridge on single ?track Dresden.Friedrichstadt-
Radebeul.Naundorf line on ?LI0' (primary roaa) 180.
Location: UTM VS 024 617 (River. Kilometer 69.2)'
Length: 370 meters
Width: For- two tracks; at present only one track available;
one track planked for vehicular traffic on down-
stream side
Capacity: Heavy, Reichsbahn bridge testing train
Type of construction and design:
? From E to 14:.
, 1st - 3rd, and 7th - 10th span: seven steel thru-
? type rectangular truss structures.
? 4th 6th span: steel thru-type truss structures
with slightly arched upper chord. Apex of these
spans 2 1/2.- 3.times higher above track than upper
chord of spans 1 7 3 and 7 10.
,Piers: ?9 (including 3 river Tiers)
Width of spans: 3x25 + 3x65 (river gaps) + 4x25
(in ,Meters)
Year of construction and/or putting into service:
restoration after 1945
Notes: Upstream road bridge destroyed to,a great extent in
1945; therefore upstream. part of-,railroad bridge
planked.
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14 - :Annek.toTtanaportation
Sutmary-for June 1964
Drebden (River Kilometers 45.3 to 64.0)
Railroad bri4g2 on Dresden=Altstadt Dres&en.,Noustadt
stretch.
Location: UTM VS 112 576 (River Kilometer 56,.4)
Length: 454 Meters
Width: four tracks
Capacity: Heavy Roichsbahn bridge testing train
Type of construction and/or design:
From W to E:
Piers:
- 1st 6th and 11th -6Pan dock-type masonry arch
'Structures.
7th - 10th span: (sten) ,de-oktyPe bowstring truss
:StrUctUres
:i0,so1id, faced
Width of spans.: 1x20 45x36 + 1x37 +-3x65 + 1x22.
(in meters)
Year of cenetructionrlahd/or putting ihto service:
restoration in -November 1945.
Note: Bridge was partially destroyed in 1945.
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-7 '15 Annex -to -Transportation
Summary for .June 1964
Pirna (River Kilometer 33,5)
Combination Railroad/Highway bridge on single track Pirna 7-
Darrohrsdorf line and on road connecting Highways 172 and
177.
Location: UTM VS 252 466 '(River. Kilometer 34.0)
Length: 389.5 meters
Width: One railroad track + 7.5 meter roadway + 3 meter
footway, usstream
Capacity: 24 tons (carries up 'to BO tons)
Type of construction: deck-type solid masonry arch structure
Roadway: cobblestone pavement
Piers : 9, solid, faced with freestone
Width of spans: 1x25.+ 5x30 + 1x28 + 1x26 + 1x24 + 1x22
(in meters)
Year of construction and/or putting into service:
reconstruction in 1948
Note: Bridge slightly destroyed in 1945. Bridge repair
in 1962.
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Annex to Transportation
Summary for June 1964
Bad, Schahdati -(River Kilometer 103)
,
Combination :railroad- and -highway-bridge on. single- track.
Bad Schandau Neustadt lihe. and on Highway 172 (Pima
Bad ? Schandau).. ,
Locatiohl UTM VS 390 418 (River Kilometar 11.)
Length: ..264% meters
Width: single track (downstream) + 6 meter roadway. +
footway ' (upstream)
Capacity: 16 tons
Type of construction and design:
1st and 2nd span: _deck-type masonry arches.
3rd - 5th span over, water gap: thru-type truss
structures with slightly arched upper chords.
6th 7 9th span: deck-type masonry arches with
each two ( total 4) towers on waterside ends of
northern and southern masonry arch structures
outside railing.
Towers overtop upper chords of- truss spans
3 and 5 and have about the same height as
apex of span 4.
Footway: Planking
Roadway: cobblestone pavement .
Piers: 81 solid masonry
Wldth of spans:.2x10 +.-1x50..0. + 1x80.0 + 1x50.0 ?.4x10
( in meters)
Year of construction and/or putting into service:
about 1933
Notes: Bridge in a very poor -condition though repeatedly
repaired. As of November 1962, ,bridge closed
to vehicular . traffic..'.Speed limit . for trains.
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Schena
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