Dr. James Bradford, Associate Professor of History.
Dr. Bruce Dickson, Professor of Archeology
Dr.
Prof.
Prof.
The Assault on Point du Hoc on
In the years following the close of World War II, the French government designated Point du Hoc a “Class A Historic Site” in commemoration of the extraordinary military feat that occurred there. Subsequently, responsibility for care of the battlefield was transferred to the American Battle Monuments Commission.
It is this strategic value and its subsequent realization through the construction of bunkers, gun emplacements, trenches, and tunnels that forced an Allied counter strategy bordering on the impossible. Each of these ideals – the German Fortress and the Allied “Impossible Mission” were the products of real human tales. Though significant points of the overall story are well known – the creation of the “city”, the movement of the guns, the difficult ascent of the cliffs, and the eventual Allied success – many of the important details that contributed to the development of the well-known story remain hidden.
The truth in these details can be queried through a series of questions:
These questions require information of many forms. To gather that information and analyze it properly a diverse team composed of many disciplines must work closely together.
Bruce Dickson from Archeology will take information from Mark’s team together with personal observation and determine the best places for archeological trenches. These trenches will bring first-hand observation to our suppositions about the intentions and operations of these structures, provide information about the state of the structure on D-Day and yield possible yield valuable information about how the battle unfolded. Archeology is necessary not only for testing hypotheses but also for generating new discoveries for questions yet asked.
James Bradford from the Department of History will play a
significant role by tying together the field data, our research questions, and
existing histories of the site. Burt and
Bradford have been continually collecting archival material from a variety of
sources. Initial searches have focused
on the Public Record Office at
As a consequence of these investigations but no less important is the fact that the information gathered and presented through 3D models and drawings will create an accurate record of the state of the buildings and the terrain as they exist in 2004. Later generations will be able to see how the site has changed over the years but more importantly this information will be invaluable for fashioning a preservation plan to ensure that the memory of Pointe du Hoc remains alive.
Summer 2004
Documentation
For three weeks in June 2004
Much of the student work was focused on getting very accurate measurements of some of the important buildings. These measurements are the basis for creating 2D drawings of the buildings in the present condition. We focused on 6 structures for this brief period of time, which amounts to about 24 drawings.
Our intent is to create both 2D and 3D products for this
structure since its existence is in peril.
Figure 1 shows the Observation Post in close proximity to the cliff
face. This area has suffered severe
erosion in recent years and is currently not accessible to the general
public. We gathered enough information
both by hand and through photogrammetry to complete these products.
|
|
|
Figure 1
Observation Post from the |
Figure 2 indicates an example of the field drawings created to organize the dimensional information for the plan. Figure 3 shows the drawing for the longitudinal section.
|
|
|
Figure 2
Observation Post Plan |
|
|
|
Figure 3
Observation Post Section |
Figures 4 and 5 show some of the modeling that has resulted from the photgrammetric data gathered. This is done by marking the same point on the building on at least three images taken from different positions, and then when a sufficient number of points have been marked on the images, computer software is able to locate the three dimensional position of the cameras. Once the camera positions are located, a series of mathematical calculations will locate the position of all marked points. These points are used to create a virtual model of the building that appears as a three-dimensional image on a computer screen.
|
|
|
Figure 4 Observation Post 3D Model from SW |
|
|
|
Figure 5 Observation Post 3D Model from NE |
Anti-aircr
Figure 7 shows the upper level field plan. Figure 8 shows some of the students developing that plan. Figure 9 shows the transverse section through the bunker. We will produce 2 plans, 2 sections and interior elevations.
|
|
|
Figure 7
Anti-aircr |
|
|
|
Figure 8 Students at Anti-aircr |
|
|
|
Figure 9 Transverse
Section through the Anti-aircr |
Figure 11 shows one field drawing of the plan and figure 12 shows students working on this drawing.
|
|
|
Figure 11 Plan of Gun Emplacement 3 |
|
|
|
Figure
12 Students working at Gun Emplacement
3 |
Casemate 4
Casemate 4 (Figure 13) is a covered concrete structure that was intended as a replacement for open Gun Emplacement 4. This is a significant structure on the site for tourists due to the view it provides from stairs covering its roof and its centrality to the site. It probably gets more attention from tourists than any other building on site.
|
|
|
Figure 13 Casemate 4 |
Figure 14 shows the field drawing of its plan. Figure 15 shows the longitudinal section. Figure 16 shows students engaged in measurement.
|
|
|
Figure 14 Plan of Casemate 4 |
|
|
|
Figure 15 Longitudinal Section of Casemate 4 |
|
|
|
Figure 16 Students working in Casemate 4 |
Gun Emplacement 6 (Figure 17) is located on the west side of the site. It is far enough from the “major” elements of the site to be almost ignored by most tourists. It has special interest though because of its proximity to what is thought to be the ammunition bunker.
|
|
|
Figure 17 Gun Emplacement 6 |
Figure 18 shows the plan and Figure19 shows students working on Gun Emplacement 6. The remains of the Ammunition Bunker can be seen in the foreground.
|
|
|
Figure 18 Plan of Gun Emplacement 6 |
|
|
|
Figure 19 Students working on Gun Emplacement 6 |
Anti-aircr
Anti-aircr
|
|
|
Figure 20
Anti-aircr |
Figure 21 shows the plan and Figure 22 shows students working inside the bunker.
|
|
|
Figure 21 Plan of Anti-aircr |
|
|
|
Figure 22 Students
working in Anti-aircr |
Site Plan
Though site plans were created in 1984 (ABMC) and 2002, these plans were created for purposes different from ours. We need to produce a very detailed site plan of existing conditions into which the detailed drawing of the buildings can fit so we can better determine the relationships between them. Site information will include surface constructions such as casemates and gun emplacements and shell craters created from aerial and naval bombardment. We also must note important archeological information and subsurface structures. Gathering the site information will likely take us through 2005 so the plan resulting from this years work will not be complete.
|
|
|
Figure 23 Field drawing of site |
A field drawing was made of the site (figure 23) to help mark locations of significant features with the total station. Once the new site plan is created information about site constructions can be cross-referenced with 1944 Ranger Map (figure 24) to signify the quality of their pre D-Day intelligence.
|
|
|
Figure 24 AutoCAD drawing of the 1944 Ranger Map |
Geophysical and Archeological Explorations
Archeological work was primarily observation and coordination with the other disciplines in preparation for future efforts. A significant goal is to locate and verify through physical and visual evidence the trench system established by the Germans and the location to where the 155mm guns were moved. The method used was to perform archeological site observation in order to narrow the scope of investigation for the geophysical investigation. The results of the geophysical information will help determine locations for proposed physical archeology for summer of 2005.
The
types of geophysical data acquired at the site are indicative of certain
subsurface physical properties. The ground-penetrating radar (GPR) signals
respond most strongly to spatial variations in moisture content, which in the
context of the Point du Hoc site reflects mainly buried concrete and hidden
void spaces. The magnetometer data responds to iron, or natural soil magnetite
content, and will indicate, for example, concrete reinforcing bars, ordnance
fragments, or soil in-fill. The electromagnetic induction (EMI) measurements
are diagnostic of subsurface electrical conductivity, which is very high in the
presence of both ferrous and non-ferrous metal.
The
GPR, magnetometer, and EMI systems were used for both lateral reconnaissance
mapping and for sounding of the subsurface to depths of 0.0-3.0 meters below
the surface. Co-registered GPR and magnetics data have revealed buried voids
and reinforced concrete structures. Generally, the GPR and magnetics work
synergistically as reinforced concrete possesses both a radar and a magnetic
signature. The EMI measurements have revealed unambiguous signs of metal
fragments in the bomb craters and complex buried metal structures.
The Point du Hoc site is challenging from a geophysical perspective due to the fact that the current landscape is the integral of various human disturbances that have modified the geological subsurface over time: pre-World War II farming; the German fortification construction; the Allied bombing campaign; the battle itself; the site modification associated with cleanup and recovery from the battle; the tourist impact; and sixty years of soil weathering, consolidation, and corrosion.
Location of the German Trench System
The
Command Post, gun emplacements and bunkers at Point du Hoc were evidently
connected to one another by a series of open trenches and concrete-covered
passageways.
In
order to locate surface evidence of the covered and open German trenches, it
was necessary to undertake a preliminary surface examination of site
topography. Such surface examination,
called “pedestrian site reconnaissance” in archaeology, is standard field
practice in the discipline.
The
first step in our surface reconnaissance was to examine the maps and aerial
photographs of the site. Copies of these
original maps and photographs were then taken into the field to aid in the
location of the trenches. Unfortunately,
for two reasons, these data proved to be of only limited utility. First, the
Germans had evidently been successful in obscuring the location of many of
their concrete covered trenches from aerial reconnaissance simply by covering
them with thick layers of earth. Second,
the extraordinary aerial and naval bombardment that the site received on D-Day
and before appears to have obliterated many of the trenches and altered the
original topography and structure of the site beyond immediate recognition. We
therefore employed the following strategy for locating the German trenches at
Point du Hoc by means of the following pedestrian site survey procedures:
·
Walked a series of more formally oriented pedestrian
transects along east-to-west and north-to-south axes across the site searching
for linear depression in the earth or other suggestions of subsurface
features. Of course, the numerous shell
craters, concrete slabs and damaged structures on the site made strict
maintenance of the orientation of these transect lines difficult.
·
Located and examined all the points of covered ingress and
egress in the concrete structures such as bunkers and gun emplacements. In doing so, he sought at the same time to
determine how these entranceways were connected to the over all trench system.
·
Assigned numbers to all of the surface features and covered
entrances ways found in this manner, photographed them, and had their locations
plotted on the project topographic map using the Total Station.
·
Generated a series of hypotheses about the morphology of
the German trench system based on the nature and locations of the surface
features and covered entranceways he had located.
Following
these procedures four locations were selected for exploration with geophysical
subsurface detection tools. Four such locations were selected:
·
BK1, an exposed area of cement paving that may represent the roof of a covered
trench (Figure 25)
|
|
|
Figure
25 Students working on BK1 |
·
CT5-CT6 (figure 26) , a low flat area that may house a
second covered trench that runs approximately west to east across the middle of
the site just north of and parallel to a low, linear mound of earth
|
|
|
Figure
26 CT5 – CT6 a possible covered trench |
·
C14 (figure 27) a U-shaped pattern of exposed earth and
dead vegetation that may be part of a narrow gauge track system said to have
been used for moving ammunition at the site
|
|
|
Figure
27 Students investigating C14 |
·
CT9-CT10, a long, linear mound that runs north to south
from the middle to the southern end of the site and may contain a steel conduit
and telephone line
The
data obtained from these four locations by means of 100 MHz ground penetrating
radar, Cs-vapor magnetometry and time-domain electromagnetic induction (metal
detection) are suggestive. However,
“ground truth” needs to be obtained for these results by archaeological means.
In
sum, the archaeological and geophysical data gathered in the Phase II surface
reconnaissance will allow us to assemble a preliminary reconstruction of the
German trench system. At the current
stage of our knowledge, the location and orientation of the various covered
entranceways should prove to be key to this reconstruction. After these entranceways are plotted on the
master topographic map of the site, we can begin to generate hypotheses about
the location and orientation of the covered trenches to which were connected to
them. We can then test these hypotheses in Phase III through a combination of
geophysical prospecting and archaeological excavation during our forthcoming
fieldwork in Phase III. This work should
allow us to complete the reconstruction of the trench system.
Location of the Hidden
Finding the precise location of the place
where the 155-mm. guns from Point du Hoc had been moved before D-Day turned out
to be both a technical problem and a problem of human memory. The people of the
tiny
Mayor
Ledevin accompanied us to the Pain farm in order to show us the presumed
location of the guns first hand. It was
the Mayor’s opinion that the guns were situated near the corner of the
field. Two potential locations for the
guns were identified for metal detection.
Metal detectors were the tool of choice since historical accounts say
the rangers dismantled the guns through the use of thermite grenades which
would have left molten metal on the ground.
Also the location of the battle in the field would be marked with rifle
shell casings which would make an attractive target for the detectors.
|
|
|
Figure
28 Metal Detection at Pain Farm |
The
results of this metal detection work is encouraging in one sense as some of
these metal objects may allow us to conclude that this field was indeed
formerly used as an artillery park, was the scene of a battle or was, at least,
a German military encampment. However,
the large number of anomalies that we encountered also makes it likely that, in
the course of excavating them, we will encounter a large number of false
alarms.
In
sum, our brief reconnaissance work on the Pain farm indicates that the use of a
metal detector there will make it possible for us to locate patterns of
artifacts that might mark the location of the cannons that were moved from
Point du Hoc before D-Day. However, in
the absence of the excavation of these magnetic anomalies, we can make no claim
that we have at this time collected material evidence as to the location of
these elusive guns.
Summer, 2005
The
next phase of our project is scheduled to take place during the summer of
2005. In light of the results of work
accomplished during 2004, we have set six goals for this third phase of our
project. These goals include:
·
To continue the measurement and documentation of the German
structures on the site. This would
include measurement of the Gun Emplacements 1and 2, Casemate 5 and several of
the underground Bunkers.
·
To conduct controlled archaeological excavations to
determine the depth and nature of the footings beneath each of the major types
of German buildings recognized at the site.
·
To continue the geophysical mapping of the site using
ground penetrating radar, magnetometry and metal detection while paying
particular attention to the location of possible unexploded ordnance on site.
·
To excavate at least four key locations in the German
covered trench system identified by archaeological and geophysical means during
Phase II. The four locations include: BK1, CT5-CT6, CT9-CT10, and CT14. We
intend to accomplish this excavation work using hand archaeological techniques
supplemented by limited earth moving equipment.
·
To test additional hypotheses about the location of the
German trenches generated from the analysis of data collected in 2004.
·
To conduct a systematic metal detector survey of fields on
the Pain farm, to map the located anomalies with a Total Station and excavated
each one. Metal objects of the relevant age
and function plotted and excavated in this manner would be collected and
recorded. These materials would then be
taken to