quadgram

This is a table of type quadgram and their frequencies. Use it to search & browse the list to learn more about your study carrel.

quadgram	frequency
the top of the	128
troy and greenfield railroad	123
the troy and greenfield	120
the bottom of the	93
at the same time	74
in the case of	70
the end of the	67
the weight of the	66
the construction of the	66
and greenfield railroad company	66
the face of the	60
of the pennsylvania railroad	59
on account of the	57
of the troy and	55
the governor and council	55
the surface of the	54
in the course of	51
on board of the	47
at the rate of	42
it was necessary to	41
the long island railroad	41
the completion of the	40
in addition to the	39
at the end of	39
as shown in fig	39
the remainder of the	38
the progress of the	38
as soon as the	38
on the other hand	37
society of civil engineers	36
american society of civil	35
the east side of	35
at the time of	35
for the purpose of	35
the pennsylvania railroad company	34
to the treasurer of	34
the level of the	33
the treasurer of the	32
the mechanical properties of	32
the cost of the	31
was found to be	31
from time to time	30
the sides of the	30
portion of said scrip	30
the use of the	29
the length of the	29
to the top of	29
one of the most	29
the line of the	28
progress of the work	28
at the bottom of	28
in connection with the	28
the whole of the	28
of the hoosac tunnel	28
the course of the	27
of the new york	27
the direction of the	27
a member of the	27
of the long island	27
a part of the	27
on the new york	26
at right angles to	26
at the bell rock	26
the size of the	25
new york tunnel extension	25
pounds per square inch	25
another portion of said	25
the site of the	25
said board of trustees	25
to the amount of	25
to a depth of	25
for the use of	25
the new york side	24
for the construction of	24
the center of the	24
for a distance of	24
chief engineer of the	24
the nature of the	24
the middle of the	24
the rest of the	24
the case of the	24
the base of the	24
part of the work	24
the greater part of	23
mechanical properties of wood	23
in front of the	23
the new york tunnel	23
it was found that	23
the removal of the	23
as well as the	23
in one or more	22
for the first time	22
of the acts of	22
of the floating light	22
the west side of	22
it would have been	22
the erection of the	22
the ends of the	22
thousand lineal feet of	21
with the exception of	21
right angles to the	21
of the bell rock	21
the provisions of this	21
one or more sections	21
the excavation of the	21
the treasurer of said	21
at the top of	21
the first day of	20
the side of the	20
of free air per	20
it will be seen	20
the new york central	20
of the tunnel line	20
each side of the	20
in the construction of	20
on the strength of	20
of new york city	20
the south side of	20
parallel to the grain	19
investigations of mine accidents	19
at the foot of	19
extension of the pennsylvania	19
by means of a	19
on the east side	19
in reinforced concrete design	19
questions in reinforced concrete	19
federal investigations of mine	19
the elevation of the	19
of one of the	19
the writer believes that	19
under the direction of	19
the angle of repose	19
for the most part	19
the head of the	18
as shown by fig	18
the early part of	18
york tunnel extension of	18
the state of the	18
to the fact that	18
the fact that the	18
in advance of the	18
the center line of	18
and greenfield railroad and	18
shall be delivered as	18
be delivered as aforesaid	18
the american society of	18
on the manhattan side	18
tunnel extension of the	18
in regard to the	18
civil engineers instituted transactions	17
the character of the	17
instituted transactions paper no	17
in charge of the	17
of civil engineers instituted	17
the width of the	17
of the top of	17
final report of special	17
at the west end	17
report of special committee	17
board of the tender	17
the road and tunnel	17
greenfield railroad company shall	17
of special committee on	17
the height of the	17
of the governor and	17
surface of the rock	17
on the part of	17
it was decided to	17
the position of the	17
special committee on rail	17
from center to center	17
engineers instituted transactions paper	17
in one or two	17
delivered to the treasurer	17
the axis of the	17
committee on rail sections	17
the north side of	16
pennsylvania tunnel and terminal	16
the new jersey side	16
of the american society	16
it is impossible to	16
the foot of the	16
provisions of this act	16
the vermont and massachusetts	16
by the use of	16
the centre of the	16
the outside of the	16
of the north river	16
on each side of	16
greater part of the	16
woods in green condition	16
a depth of ft	16
on the west side	16
be delivered to the	16
tunnel and terminal railroad	16
the part of the	16
on the south side	16
the tail of the	16
in new york city	16
at the east end	16
to the level of	16
the new york contracting	15
on the new jersey	15
said company shall have	15
a portion of the	15
in the middle of	15
east side of the	15
it is to be	15
a distance of ft	15
so far as the	15
will be seen that	15
the crown of the	15
on the first day	15
one or two sections	15
end of the tunnel	15
the southern vermont railroad	15
tail of the shield	15
the beginning of the	15
on the north side	15
stress at elastic limit	15
the capital stock of	15
end of the work	15
the building of the	15
lineal feet of their	15
in the bottom of	14
on the top of	14
treasurer of said company	14
of the cutting edge	14
the upper part of	14
b c b c	14
greenfield railroad and hoosac	14
of the east river	14
in long island city	14
the roof of the	14
on the th of	14
the placing of the	14
the thickness of the	14
in the form of	14
the capacity of the	14
the rock surface was	14
of woods in green	14
feet of their said	14
by the railroad company	14
the location of the	14
the troy and boston	14
treasurer of the commonwealth	14
a b c b	14
the fitchburg railroad company	14
railroad and hoosac tunnel	14
to the governor and	14
boston and maine railroad	14
the new york division	14
in the early part	14
the latter part of	14
of their said tunnel	14
one hundred thousand dollars	14
c b c d	14
in order to prevent	14
capital stock of the	14
from the top of	14
the road east of	14
ninth and tenth avenues	14
of the western road	13
is not to be	13
in the midst of	13
is shown on plate	13
a practical treatise on	13
on the mechanical properties	13
on either side of	13
face of the wall	13
of the tunnel and	13
the development of the	13
on top of the	13
in so far as	13
new york contracting company	13
troy and boston railroad	13
the bergen hill tunnels	13
the value of the	13
the approval of the	13
the area of the	13
to the new york	13
top of the rail	13
appears to have been	13
center line of the	13
there can be no	13
of the united states	13
road east of the	13
state of the weather	13
as far as possible	13
shall be delivered to	13
between ninth and tenth	13
upper part of the	13
of the terminal station	13
as in the case	12
of the bottom of	12
is due to the	12
r r a m	12
the sand and gravel	12
all wet dry all	12
was one of the	12
at the beginning of	12
a large number of	12
to that of the	12
at the present time	12
proportion of late wood	12
of the fitchburg railroad	12
the air pressure was	12
the west line of	12
the east end of	12
of the steam engine	12
top of the building	12
early part of the	12
under the north river	12
the hudson and manhattan	12
than that of the	12
the space between the	12
on the line of	12
the same manner as	12
the control of the	12
wet dry all wet	12
the diameter of the	12
the course of this	12
and boston railroad company	12
west end of the	12
a little more than	12
st and d streets	12
under the provisions of	12
it was thought that	12
compression across the grain	12
dry all wet dry	12
completion of the tunnel	12
e e p e	12
the pressure on the	12
in the center of	12
the west end of	12
the quantity of water	12
the boston and maine	12
the lower part of	12
the time of the	12
the concrete lining was	12
control of the tunnel	12
in accordance with the	12
the grade of the	12
of the iron lining	11
side of the work	11
and stability of earth	11
and at the same	11
the state of new	11
that portion of the	11
the time of his	11
to the bottom of	11
from the bottom of	11
the temperature of the	11
the tunnels under the	11
site of the building	11
the boston and lowell	11
to be able to	11
miles of their said	11
side of the river	11
on the sides of	11
the north river tunnels	11
the interest of the	11
the back of the	11
under the east river	11
surface of the ground	11
a distance of about	11
east end of the	11
of their said railroad	11
the property of the	11
is equal to the	11
the walls of the	11
a pressure of lb	11
to the end of	11
weight on the drivers	11
sides of the avenue	11
in the history of	11
of the cost of	11
was found that the	11
in view of the	11
in contact with the	11
is shown by fig	11
member of the american	11
in such manner as	11
it is necessary to	11
of the retaining wall	11
of the concrete lining	11
side of ninth avenue	11
in the latter part	11
chapter of the acts	11
the strength of the	11
the amount of the	11
the shield was shoved	10
at the point of	10
in the same manner	10
of the most important	10
of the board of	10
in the hands of	10
el paso and southwestern	10
the exception of the	10
at the meeting of	10
to the height of	10
completion of the work	10
in order that the	10
from greenfield to the	10
the construction of a	10
the load is applied	10
west side of the	10
this part of the	10
the east river tunnels	10
the east river division	10
the form of a	10
the service of the	10
avenue and d street	10
hundred and fifty thousand	10
of the tunnel was	10
attempt was made to	10
north side of the	10
the history of the	10
museum of history and	10
on the bell rock	10
portion of the work	10
i said to myself	10
construction of the tunnels	10
vermont and massachusetts railroad	10
of the metal lining	10
either side of the	10
had to be taken	10
for the benefit of	10
the application of the	10
on both sides of	10
the el paso and	10
at a depth of	10
each end of the	10
the weight on the	10
the city of new	10
depth of about ft	10
in the united states	10
between seventh and eighth	10
in the act of	10
by the fact that	10
strength and stiffness of	10
per cent of the	10
in pounds per square	10
the edge of the	10
south side of the	10
between it and the	10
seventh and eighth avenues	10
of the construction of	10
the eastern railroad company	10
having a capacity of	10
barrels of cement used	10
the commissioners of the	10
the commencement of the	10
as shown on plate	10
both sides of the	10
the contractor for the	10
of the shield was	10
of history and technology	10
all parts of the	10
of the state of	10
to the time of	10
the north river division	10
presented at the meeting	10
in the way of	10
city of new york	10
southern vermont railroad company	10
state of new york	9
a description of the	9
a depth of about	9
the bed of the	9
under the act of	9
report of the commissioners	9
under the hudson river	9
we may be sure	9
the mouth of the	9
d g g s	9
the rear of the	9
with regard to the	9
d and d streets	9
paso and southwestern railway	9
the organization of the	9
of cubic yards of	9
the strength of wood	9
in such a way	9
line of ninth avenue	9
two millions of dollars	9
the members of the	9
lower part of the	9
there is not much	9
care should be taken	9
thousand feet of tunnel	9
section of the tunnel	9
it is difficult to	9
would have been a	9
in proportion to the	9
but it is not	9
the pressure of the	9
by means of the	9
time of his death	9
as may be required	9
the force of the	9
to the weight of	9
boston and lowell railroad	9
in this case the	9
the effect of the	9
to the floating light	9
a concrete water tower	9
and fifty thousand dollars	9
angles to the grain	9
into new york city	9
h l u t	9
l n n n	9
due to the fact	9
the close of the	9
as much as possible	9
it may be said	9
l u t t	9
and it may be	9
i i a t	9
movable head of the	9
between greenfield and shelburne	9
board of trustees is	9
the motion of the	9
as well as in	9
eighteen hundred and fifty	9
on the side of	9
small clear pieces of	9
e i i a	9
the tracks of the	9
the operation of the	9
one thousand lineal feet	9
east of the tunnel	9
beams of the beacon	9
be made for the	9
in the life of	9
as shown by the	9
number of cubic yards	9
the atlantic avenue improvement	9
on the one hand	9
the work of the	9
and whenever said company	9
east side of ninth	9
during the progress of	9
landed on the rock	9
to be used in	9
of from to ft	9
a good deal of	9
to have been a	9
i do not know	9
the east line of	9
i l t r	9
free air per min	9
the bell rock lighthouse	9
in the state of	9
of the american railway	9
the material in the	9
engineer in charge of	9
new york connecting railroad	9
at the head of	9
directors of the troy	9
to provide for the	9
new york central railroad	9
below the surface of	9
the appearance of the	9
approval of the governor	9
l t r o	9
free air per minute	9
locomotive performance on grades	9
at the commencement of	9
the tops of the	9
tunnels b and d	9
greenfield and shelburne falls	9
as long as the	9
to the troy and	9
the movable head of	9
the railroad and tunnel	9
on the center line	9
with the new york	9
for the sum of	9
as a matter of	9
in the east river	8
one end of the	8
work to be done	8
of the hoosac mountain	8
g g g g	8
to the face of	8
large part of the	8
hudson and manhattan railroad	8
the number of the	8
as a result of	8
to the line of	8
during the period of	8
of the weight of	8
as far as the	8
the board of engineers	8
the work on the	8
by reason of the	8
the work at the	8
between you and me	8
on the surface of	8
linear in feet material	8
are shown on plate	8
air pressure in the	8
the difference between the	8
in the summer of	8
at a pressure of	8
a great deal of	8
pieces of woods in	8
the east and west	8
in the river tunnels	8
shear along the grain	8
and when said company	8
the work to be	8
n n n a	8
it was impossible to	8
and had to be	8
in favor of the	8
a b c d	8
as shown on fig	8
progress of linear in	8
the opinion of the	8
the name of the	8
of scrip shall be	8
eighteen hundred and sixty	8
of the western railroad	8
rate of number progress	8
on grades of various	8
beams of the same	8
is shown in fig	8
the acts of the	8
in the interest of	8
the first avenue shafts	8
as soon as possible	8
brown on pennsylvania r	8
head of the machine	8
the hoosac tunnel railroad	8
number progress of linear	8
the people of the	8
by the force of	8
with a view to	8
of civil engineers on	8
in diameter and ft	8
would have to be	8
so as to bring	8
clear pieces of woods	8
as one of the	8
the strength and stiffness	8
and the use of	8
on the rock and	8
long island railroad company	8
to a point ft	8
the people on the	8
the excavation had been	8
the length of time	8
in the vicinity of	8
sand and stone were	8
to the board of	8
with reference to the	8
as well as of	8
per cubic yard of	8
such a way that	8
it is probable that	8
was elected a member	8
the opening of the	8
be seen that the	8
on the hoosac tunnel	8
a certain amount of	8
h h h h	8
of the rock was	8
the cost of labor	8
it must not be	8
for the completion of	8
there is no doubt	8
hewett and brown on	8
the other end of	8
to be done in	8
to the axis of	8
the board of directors	8
portion of the road	8
was attached to the	8
elected a member of	8
seems to have been	8
rings in feet material	8
two hundred and twenty	8
top of the shield	8
of the shield and	8
front of the shield	8
n rings in feet	8
the american railway engineering	8
of linear in feet	8
that it was not	8
the dimensions of the	8
with the troy and	8
of the tunnel is	8
length r method of	8
o between length r	8
in feet material e	8
of the amount of	8
is hereby authorized to	8
for the sake of	8
on the weehawken side	8
line of the tunnels	8
of number progress of	8
and brown on pennsylvania	8
the whole length of	8
so that it is	8
and the work was	8
line of seventh avenue	8
the floors of the	8
feet material e excavation	8
the water from the	8
the central rock core	8
each pair of tunnels	8
to see that the	8
one of the boats	8
between length r method	8
use of compressed air	8
at the other end	8
by the pennsylvania railroad	8
the terms of the	8
the escape of air	8
grades of various lengths	8
the lines of the	8
g g s l	8
the use of a	8
treasurer of the company	8
it is not to	8
of the work done	8
it is not the	8
in the same way	8
other end of the	8
the use of compressed	8
a few of the	8
the excavation for the	8
the same as the	8
crown of the tunnel	8
l table part w	8
at the manhattan shaft	8
to the center line	8
the condition of the	8
that would have been	8
the point where the	8
the pennsylvania tunnel and	8
of the thames tunnel	7
muck loaded by steam	7
the sum of the	7
of new south wales	7
the sound of the	7
the benefit of the	7
to be placed in	7
the firth of forth	7
and there is no	7
is shown by the	7
the course of a	7
from to per cent	7
which is to be	7
at the west shaft	7
on the completion of	7
lackawanna and western railroad	7
the laying of the	7
the time of its	7
railway from carrizozo to	7
state board of trustees	7
loaded by steam shovel	7
of the tunnel to	7
at the distance of	7
stock of the troy	7
the new york connecting	7
by the governor and	7
practical treatise on the	7
of the weight on	7
an angle of repose	7
the floor of the	7
at the base of	7
pressure of the water	7
speed of testing machine	7
and it will be	7
had to be made	7
courtesy of state library	7
two hundred thousand dollars	7
and the long island	7
in excess of the	7
maintenance of way association	7
the state board of	7
the limits of the	7
said troy and greenfield	7
of the same material	7
of the southern vermont	7
of the west line	7
of small clear pieces	7
at the central shaft	7
and superstructure of the	7
in the face of	7
a e e p	7
the work was done	7
in compliance with the	7
amounting to one hundred	7
supply of the el	7
nothing to do with	7
the tensile strength of	7
b c d a	7
of the late wood	7
the underside of the	7
sea upon the rock	7
at the time the	7
and southwestern railway from	7
commencement of the work	7
the manner in which	7
from to from to	7
is known as the	7
the cause of the	7
that there is a	7
when the shield was	7
at an elevation of	7
of the pennsylvania tunnel	7
cent cent cent cent	7
d a b c	7
for the purposes of	7
the arrangement of the	7
president of the pennsylvania	7
of the boston and	7
the rock at the	7
that is to say	7
experiments on the strength	7
the water in the	7
to do with the	7
in a great measure	7
the hoosac tunnel and	7
below mean high water	7
from end to end	7
of the work to	7
railway engineering and maintenance	7
company shall have completed	7
of the same size	7
the sinking of the	7
to the provisions of	7
united states national museum	7
it is hard to	7
tensile strength of wood	7
in the development of	7
seventh avenue and d	7
to and from the	7
trustees of the hoosac	7
by the construction of	7
the wind was at	7
board of trustees of	7
the shield could be	7
load and deflection log	7
and terminal railroad company	7
six hundred thousand dollars	7
a large quantity of	7
of the road and	7
photo courtesy of state	7
of trustees of the	7
to the capital stock	7
west line of seventh	7
it would seem as	7
landing on the rock	7
he seems to have	7
three hearty cheers were	7
back of the retaining	7
performance on grades of	7
the inside of the	7
a treatise on the	7
on the basis of	7
the shape of the	7
the junction of the	7
in the town of	7
to the weehawken shaft	7
west of ninth avenue	7
in such a case	7
in order to avoid	7
will be found in	7
the action of the	7
in order to allow	7
the details of the	7
carrizozo to santa rosa	7
the new york and	7
was a man of	7
a matter of fact	7
the sand and stone	7
in the pages of	7
water supply of the	7
when said company shall	7
the tendency of the	7
i o o t	7
in the design of	7
in the field of	7
face of the concrete	7
the same to the	7
to the satisfaction of	7
the north and south	7
within the elastic limit	7
bottom of the excavation	7
c d a b	7
it is not a	7
from carrizozo to santa	7
n r r a	7
tunnels under the north	7
all rock bottom heading	7
the quality of the	7
it is believed that	7
american railway engineering and	7
a number of men	7
in the centre of	7
after the completion of	7
the water supply of	7
are shown in fig	7
angle of repose of	7
it had to be	7
the western side of	7
is shown in table	7
on the other side	7
are shown on fig	7
line of d street	7
under the charge of	7
for the long island	7
back of the wall	7
the lower end of	7
is hereby authorized and	7
is one of the	7
of the test specimen	7
value of the work	7
the top of rail	7
scrip shall be delivered	7
the total length of	7
the museum of history	7
the upper end of	7
the average rate of	7
that he was not	7
above the top of	7
it is well to	7
cubic yards of concrete	7
along the line of	7
it will be found	7
southwestern railway from carrizozo	7
and the amount of	7
hearty cheers were given	7
a large amount of	7
the rate of progress	7
it would not be	7
to one hundred thousand	7
a memoir of the	7
face of the bench	7
in a short time	7
engineering and maintenance of	7
the report of the	7
side of the avenue	7
a large proportion of	7
and maintenance of way	7
in the event of	7
axis of the tunnel	7
to the construction of	7
and many of the	7
of the el paso	7
railroad of new jersey	7
treasurer of the troy	7
the provisions of the	7
of the work in	6
governor and council shall	6
higher parts of the	6
the number of cubic	6
nature of the ground	6
were made by the	6
that it would be	6
the flanges of the	6
weight of the water	6
iron lining of the	6
at a distance of	6
strength at elastic limit	6
one hundred and fifty	6
will be described in	6
chapter two hundred and	6
any section can be	6
is directly proportional to	6
manner in which the	6
if he had been	6
with a view of	6
the rock and the	6
the description of the	6
the life of the	6
to a height of	6
when the angle of	6
to have been the	6
lines a and b	6
of eighteen hundred and	6
at a temperature of	6
of the south abutment	6
with the addition of	6
for use in the	6
the excavation was completed	6
the expense of the	6
or any part thereof	6
be found in the	6
ultimate load on pile	6
reinforced concrete pier construction	6
the design of the	6
on the face of	6
construction of the tunnel	6
of the intercepting arch	6
level of the top	6
the tunnels and the	6
that it is not	6
and it was necessary	6
the higher parts of	6
in the nature of	6
section can be found	6
on the outside of	6
by the end of	6
for that section in	6
of the tunnels and	6
the purpose of the	6
the wind shifted to	6
the united engineering and	6
and the excavation was	6
the spaces between the	6
feet above the rock	6
from the face of	6
the safety of the	6
and greenfield railroad corporation	6
east of the west	6
of sand and gravel	6
it is not only	6
the western railroad company	6
work was carried on	6
a loan of the	6
the upper and lower	6
to the grain is	6
on the bottom of	6
was to be a	6
high in the middle	6
that there was no	6
so as to make	6
rock bottom heading oct	6
fourteen feet wide and	6
authorized and directed to	6
of the river tunnels	6
different parts of the	6
whole length of the	6
described in this paper	6
capacity of the western	6
of the state credit	6
the acts of eighteen	6
six hundred and fifty	6
far as the writer	6
plan and profile of	6
retaining and face walls	6
cubic yards of sand	6
for each lineal foot	6
average ratio average ratio	6
bonds of the company	6
in this way the	6
he was not a	6
in the month of	6
and the steam engine	6
and in such a	6
below the top of	6
the volume of the	6
of the caisson was	6
earth pressure and stability	6
tests on small clear	6
the father of the	6
seventh and ninth avenues	6
western side of the	6
on the under side	6
that part of the	6
order to prevent the	6
to the development of	6
dollars for each lineal	6
of the river was	6
thousand eight hundred and	6
van der hoek was	6
east of ninth avenue	6
the points where the	6
acts of the year	6
at or near the	6
a committee of the	6
united engineering and contracting	6
of the commonwealth shall	6
tests of creosoted timber	6
it was desired to	6
in the evening the	6
of gravel and sand	6
and as there was	6
will be able to	6
of the surface of	6
east of seventh avenue	6
the driving of the	6
of the hudson and	6
by a system of	6
in order to make	6
of the state in	6
at intervals of about	6
in order to provide	6
could not be used	6
six of the acts	6
east of the hoosac	6
lower end of the	6
the spirit of the	6
that there was not	6
there was not much	6
the eastern end of	6
one hundred and twenty	6
end of the piston	6
commissioners of the sinking	6
will be taken from	6
a large part of	6
the support of the	6
loan of the state	6
the operations of the	6
of the road east	6
placing of the concrete	6
a study of the	6
was to be made	6
there is but one	6
west of the shaft	6
a length of about	6
fibre stress at elastic	6
no attempt was made	6
the foot of d	6
he was a man	6
the improvement of the	6
bottom of the shield	6
tunnels c and d	6
there is not a	6
of the bridge seat	6
the interests of the	6
at the top and	6
the right of way	6
is believed to be	6
will be noted that	6
various parts of the	6
the american railway association	6
fiber stress at elastic	6
intervals of about ft	6
be found by multiplying	6
as if he had	6
it is advisable to	6
for the bell rock	6
the iron lining of	6
be determined by the	6
was made to the	6
inch by inch by	6
the front of the	6
it was possible to	6
the floating light was	6
used in any section	6
was done by the	6
to the writer that	6
the permanent steel viaduct	6
the deck of the	6
and in this way	6
some of the most	6
of the same length	6
kinds of ground encountered	6
the amount of scrip	6
the loss of air	6
of the tunnel in	6
the vicinity of the	6
the speed of the	6
and it is not	6
is likely to be	6
in the light of	6
the top and bottom	6
foot of d street	6
the plan of the	6
and a half feet	6
of the tunnel lining	6
the success of the	6
over the new york	6
on the strength and	6
side of tenth avenue	6
as compared with the	6
line of tenth avenue	6
in any section can	6
in the direction of	6
he was able to	6
be made in the	6
and as soon as	6
the proportion of late	6
greenfield to the mountain	6
chance of a bit	6
the bottom of a	6
the east river and	6
interest of the commonwealth	6
with the advice of	6
the quantity of muck	6
at the age of	6
the results of the	6
each lineal foot of	6
side of st street	6
side of d street	6
the fact that it	6
of the sinking fund	6
the point at which	6
the construction of this	6
the girders c were	6
it should not be	6
avenue to ninth avenue	6
the end of each	6
it will be noted	6
of cement used for	6
were made in the	6
under the influence of	6
for beams of the	6
engineering and contracting company	6
is shown on fig	6
work done upon the	6
the excavation on the	6
of the working chamber	6
prior to the delivery	6
in the top of	6
the full width of	6
it was to be	6
was placed on the	6
the average time taken	6
in the line of	6
the directors of the	6
thousand dollars for the	6
the satisfaction of the	6
where the rock was	6
tracks of the new	6
that there is no	6
the portion of the	6
weight per cubic foot	6
of boulton and watt	6
for a short distance	6
is not easy to	6
the section of the	6
parts of the work	6
to think of it	6
it is evident that	6
would not have been	6
by the time the	6
the execution of the	6
i knew it was	6
of the hudson river	6
of the gross earnings	6
at a cost of	6
it seems to me	6
the gross earnings of	6
quantity of water used	6
the return of the	6
as the shield advanced	6
in the path of	6
the lehigh valley railroad	6
the office of the	6
can be found by	6
acts of eighteen hundred	6
of the eastern railroad	6
the surrender of the	6
with the aid of	6
expressed in pounds per	6
as possible to the	6
to be put in	6
cost per cubic yard	6
feet high in the	6
by the board of	6
the elevated railway structure	6
south side of st	6
the friends of the	6
be cut from the	5
of rate of growth	5
to the question of	5
part rock and part	5
the thrust of the	5
against the face of	5
a o o t	5
to the people of	5
was used for the	5
it is well known	5
as to make it	5
and other properties of	5
out of the way	5
present state of the	5
properties of new south	5
the square of the	5
the sir joseph banks	5
so far as to	5
toward the end of	5
the increased cost of	5
to the boston and	5
in relation to the	5
the fact that in	5
face of the shield	5
factors affecting the mechanical	5
it is not easy	5
the north river bridge	5
west of the tunnel	5
as shown in the	5
the question of the	5
act shall take effect	5
that he was a	5
year eighteen hundred and	5
a mile of the	5
the act of april	5
the wages of the	5
on the western side	5
quantities of sand and	5
such manner as the	5
affecting the mechanical properties	5
the length of a	5
evidence shall be furnished	5
the east river to	5
passage of this act	5
after the passage of	5
direction of the wind	5
shall be added to	5
the passage of this	5
by the new york	5
of the lighthouse yacht	5
the loss of the	5
advice of the council	5
there would have been	5
load at elastic limit	5
from the floating light	5
center line between the	5
furnished to the governor	5
about half a mile	5
similar to that of	5
on the long island	5
the sum of two	5
the doors of the	5
the disposal of the	5
at the point where	5
i s l n	5
the th street pier	5
about the middle of	5
carry on the work	5
the settlement of the	5
and it was not	5
packing boxes of various	5
elevation of the top	5
letter to the reverend	5
two or three times	5
the depth of the	5
the doings of the	5
did not seem to	5
parts of the rock	5
from the east side	5
and strength of the	5
the under side of	5
of the company to	5
it would be difficult	5
the manner of failure	5
to be made for	5
it may be well	5
end of the pile	5
the writer has been	5
the accuracy of the	5
part of the arch	5
amounting to twenty thousand	5
other parts of the	5
the town of florida	5
the cutting edge was	5
on a level with	5
the plans for the	5
as well as to	5
depth of from to	5
east side of tenth	5
this was done by	5
for the disposal of	5
and hudson river railroad	5
may be well to	5
by far the greater	5
when i was a	5
in case of accident	5
involved in building tunnel	5
this is due to	5
the year one thousand	5
without the aid of	5
to keep them from	5
of the wood and	5
at elastic limit in	5
pressure due to the	5
for the length of	5
an inch or two	5
tests will be made	5
the first of these	5
the rock cover was	5
one of those who	5
at the back of	5
tests on green material	5
to the same depth	5
from the west end	5
to the east side	5
t i s l	5
these specimens will be	5
memoirs of deceased members	5
in which it is	5
this act shall take	5
the growth of the	5
the attention of the	5
and the railroad company	5
directly proportional to the	5
the terms of this	5
the end of a	5
the ducts were laid	5
the wall of the	5
been paid by the	5
as i have said	5
to the payment of	5
of the building was	5
is on account of	5
u d g g	5
that it would have	5
feet of tunnel as	5
of the commonwealth is	5
the installation of the	5
to do the work	5
construction of the road	5
is thus seen that	5
the depth to which	5
has been made to	5
to zero at the	5
quarter of a mile	5
that the work was	5
such sums as may	5
of time required to	5
sunk to a depth	5
within the limits of	5
to the east river	5
of packing boxes of	5
extent and nature of	5
to prevent it from	5
in which case the	5
in the presence of	5
a section of the	5
made fast to the	5
of the pile is	5
a depth of from	5
of the last ring	5
in the autumn of	5
would seem to indicate	5
the permanent viaduct girders	5
take care of the	5
two and a half	5
to go to the	5
to take care of	5
the pressure of water	5
that it was a	5
the bottoms of the	5
of all the unavoidable	5
side of the rock	5
the movement of the	5
was filled with concrete	5
of the work is	5
the cost of a	5
of the erie railroad	5
a variation of ft	5
as shown in figure	5
i i i i	5
the chief engineer of	5
location of the line	5
the work was carried	5
of the permanent viaduct	5
of some of the	5
on the north and	5
the work by the	5
top of the ingot	5
years from the date	5
at long island city	5
of the face of	5
and it is only	5
to the bell rock	5
there is only one	5
roof of the working	5
the long island shafts	5
and one of the	5
and property of the	5
with a number of	5
water deprived of its	5
where the rock surface	5
the height of drop	5
the rock on the	5
a length of ft	5
it became necessary to	5
is the case with	5
this was the first	5
mechanical properties of the	5
over the top of	5
was the son of	5
that some of the	5
made it necessary to	5
the concrete in the	5
the purposes of the	5
the records of the	5
into the hands of	5
as a part of	5
length of the tunnel	5
in the office of	5
location and construction of	5
the extent of the	5
year one thousand eight	5
and troy and greenfield	5
compression parallel to grain	5
in the rear of	5
lineal feet of heading	5
the new england states	5
the artificers and seamen	5
the work under the	5
of the work at	5
new south wales hardwood	5
and the base of	5
and the cost of	5
upper end of the	5
i r r a	5
in spite of all	5
because it is the	5
at the ends of	5
amount paid upon the	5
be the same as	5
length of time required	5
i thought to myself	5
and nature of all	5
care was taken to	5
seem to indicate that	5
north and south tunnels	5
the interior of the	5
found by multiplying the	5
avenue and th street	5
of the same general	5
side of the mountain	5
across the grain is	5
of the d street	5
angle of repose is	5
to comply with the	5
opposite sides of the	5
the excavated material was	5
which it can be	5
it has to be	5
under the same conditions	5
the year eighteen hundred	5
parallel to the center	5
the first section of	5
may be stated that	5
the forms for the	5
to the iron lining	5
under side of the	5
i a t i	5
entered the service of	5
with discussion by messrs	5
a sufficient number of	5
the unfinished portion of	5
of the work and	5
york and new jersey	5
a level with the	5
fifty thousand dollars for	5
the work of excavation	5
in the same year	5
beyond the elastic limit	5
the modulus of elasticity	5
york central and hudson	5
cost of labor and	5
the results of tests	5
in which he was	5
held in place by	5
address at the d	5
seventh avenue to ninth	5
a n r r	5
as is the case	5
it is found that	5
one thousand eight hundred	5
it would be a	5
in the erection of	5
it may be stated	5
according to the specification	5
at the d annual	5
from top to bottom	5
side of the street	5
weight of the structure	5
eastern end of the	5
in the opinion of	5
the average number of	5
the elastic limit the	5
the extension of the	5
required to complete the	5
one day the engineer	5
it is true that	5
that it was only	5
sums as may be	5
course of the building	5
the credit of the	5
amount of state scrip	5
a comparison of the	5
company shall have excavated	5
authorizing a loan of	5
and as a result	5
lining was put in	5
the estimated cost of	5
for the remainder of	5
above the surface of	5
to twenty thousand dollars	5
of the avenue was	5
d street to the	5
on the elevated railway	5
that this is not	5
stages of the work	5
could not have been	5
he was a good	5
may be of interest	5
the neutral plane and	5
at this time the	5
new york and new	5
to which they are	5
in case of a	5
not inconsistent with the	5
extensions to the floors	5
of sea upon the	5
the east house line	5
strength of the material	5
it ought to be	5
of the center line	5
the son of a	5
the same as that	5
the result of the	5
he was graduated in	5
of the length of	5
the long island city	5
be added to said	5
and d streets were	5
have been actually paid	5
under the name of	5
to the commissioners of	5
average cost per cubic	5
it is a question	5
to be a good	5
on the surface and	5
of the same mind	5
the middle of a	5
in such a manner	5
upon one of the	5
new york and long	5
surface of the water	5
and manhattan railroad company	5
resident engineer of the	5
to which it was	5
if it is not	5
central and hudson river	5
at seventh avenue and	5
of the name of	5
line between the tunnels	5
on a large scale	5
in order to obtain	5
the bridge over the	5
as that of the	5
in a general way	5
the friction of the	5
from the end of	5
made it possible to	5
rear end of the	5
the building of a	5
distance of about ft	5
various operations involved in	5
and that it was	5
of the unfinished portion	5
be described in detail	5
the several kinds of	5
of the pump chamber	5
r h l u	5
so as to give	5
the passage of the	5
of the city of	5
ii ii ii ii	5
memoir of the thames	5
by the resident engineers	5
concrete is to be	5
the pages of the	5
i wish you would	5
tunnel and troy and	5
the amount of work	5
junction of the shields	5
the time taken to	5
the river tunnels was	5
s e i i	5
the same as for	5
of the committee on	5
the exterior of the	5
had charge of the	5
and stiffness of wood	5
point at which the	5
and said to myself	5
on the end of	5
a t i s	5
addition to the grading	5
the late wood of	5
it is thus seen	5
part of the time	5
the various parts of	5
had to be done	5
eighth and ninth avenues	5
had to be removed	5
would have been better	5
the western road was	5
the secret of the	5
the idea of the	5
cutting edge of the	5
it is certain that	5
load on pile foundations	5
iv iv iv iv	5
s l n n	5
of the work under	5
hereby authorized and directed	5
sides of the river	5
the various operations involved	5
there was not a	5
g e e p	5
south wales hardwood timbers	5
was due to the	5
is well known that	5
as soon as it	5
is more or less	5
in the progress of	5
be noted that the	5
adjusting specimen in machine	5
as well as a	5
up and down the	5
as we have seen	5
was placed in the	5
top of the tunnel	5
the concrete should be	5
on which it was	5
should be made for	5
be used in the	5
p s i o	5
strength at maximum load	5
muck loaded by hand	5
it was a near	5
in a letter to	5
shown on plate xii	5
also the extent and	5
less than that of	5
nature of all the	5
it is said that	5
at the leading end	5
of the work the	5
the president of the	5
that they should be	5
it would seem that	5
so that when the	5
of compressed air in	5
of water used in	5
with the pennsylvania railroad	5
the entire length of	5
that it could be	5
and twenty thousand dollars	5
in the south tunnel	5
the heart of the	5
was used in the	5
several kinds of ground	5
the way of the	5
of those who are	5
a little while ago	5
it was expected that	5
as to bring the	5
it is a great	5
to a considerable extent	5
per per per per	5
rock and part earth	5
on one side and	5
about the same time	5
the stiffness of the	5
the boston and albany	5
iii iii iii iii	5
in the proportions of	5
the seamen and artificers	5
were used in the	5
it is as well	5
railroad company for the	5
to construct a tunnel	5
the electrification of the	5
in a kind of	5
was a bit of	5
but if it is	5
with the height of	5
it was finally decided	5
for more than two	5
the jersey city station	5
for the more speedy	5
new york shield chambers	5
are not to be	5
from the first avenue	5
the ultimate load on	5
from long island city	5
to the river shafts	5
and the nature of	5
of the act of	5
on the amount of	5
also a member of	5
from year to year	5
filled with sand and	5
act authorizing a loan	5
to be found in	5
including time for jacks	5
should not be used	5
the duct bench concrete	5
it was desirable to	5
but it was not	5
at each end of	5
and i am sure	5
of the excavation was	5
paid upon the road	5
in order to be	5
to the depth of	5
is of the same	5
the rock in the	5
provisions of this section	5
the interest on the	5
surface of the street	5
shown in the model	5
entire length of the	5
erection of the beacon	5
side of seventh avenue	5
the density of the	5
operations involved in building	5
the cutting edge of	5
found to be a	5
to the east end	5
bottom of the rings	5
east of first avenue	5
on the construction of	5
placing the concrete lining	5
and construction of the	5
that one of the	5
a point on the	5
the bell rock was	5
the present state of	5
new york central and	5
the work in the	5
to the commencement of	5
from seventh avenue to	5
have been in the	5
the effect on the	5
the extent and nature	5
all the unavoidable delays	5
through the hoosac mountain	5
e i l t	5
as i said before	5
half a mile of	5
the center line between	5
the same shall be	5
see speed of testing	5
the volume in the	5
the rear end of	5
the tunnel at the	5
road between greenfield and	5
it should be noted	5
and the iron lining	5
log of the test	5
is a part of	5
in the making of	5
the form for the	5
would be difficult to	5
the road between greenfield	5
of the lighthouse service	5
in one of the	5
and a lot of	5
a quarter of a	5
by the whole gang	5
of the bergen hill	5
when they came to	5
as he had been	5
the stability of the	5
the advice of the	5
of the sea upon	5
the d annual convention	5
of the girders c	5
the beginning of a	5
of the mortar gallery	5
the bonds of the	5
in aid of the	5
the power of the	5
there was a small	5
for the various operations	5
an explanation of the	5
act in addition to	5
treasurer of said corporation	5
the contract for the	5
total length of the	5
soft ground in the	5
for a long time	5
shall be made to	5
from station to station	5
i find my grandfather	5
was one of those	5
upon the road east	5
required to lift the	5
it is proposed to	5
upon the strength and	5
a glass of rum	5
the ends of these	5
i am going to	5
as chief engineer of	5
b c d e	4
strength of small clear	4
i had a bit	4
views of tested timbers	4
between eighth and ninth	4
after the concrete had	4
the connecticut river railroad	4
was let to the	4
speedy completion of the	4
of the tunnel with	4
of scrip to the	4
when the work was	4
far the greater part	4
with the idea of	4
rails of the heat	4
average time taken to	4
the record of the	4
a t air d	4
it is no use	4
went on to say	4
the face at the	4
the rock for the	4
o yards cubic mucking	4
on small clear beams	4
e of men i	4
to carry on the	4
i am tempted to	4
excavation d g g	4
set forth in the	4
as high as the	4
table part w av	4
course of the night	4
railroad from greenfield to	4
not only in the	4
the construction of bridges	4
the distance between the	4
one hundred and forty	4
and in order to	4
on the vermont and	4
the rail to the	4
when the weight of	4
as soon as a	4
was then decided to	4
by the tangent of	4
of the retaining walls	4
dollars per cubic yard	4
by the aid of	4
out of the water	4
description in gang g	4
explanation of the abbreviations	4
length of the line	4
stresses due to the	4
is given in table	4
near the east end	4
of the cross section	4
the web of the	4
the average amount of	4
may be an illusion	4
e a n rings	4
by inch by inch	4
the shield was being	4
estimates were to be	4
fast to her moorings	4
of trustees is hereby	4
air d g i	4
calculating the results of	4
may be necessary to	4
of labor and material	4
of the shield in	4
e excavation a b	4
out of the question	4
at top and bottom	4
concrete was placed in	4
i had to do	4
was not only the	4
upper course of the	4
as if he were	4
he had been a	4
south of d street	4
the way in which	4
is shown by figs	4
it was bound to	4
were attached to the	4
lining of the tunnel	4
metal lining of the	4
along the lines of	4
payments had been made	4
s i o s	4
railroad company and the	4
the contract was let	4
the stresses due to	4
time total items hrs	4
quantity of muck taken	4
cubic mucking tion lost	4
full face of silt	4
the abbreviations used in	4
between the top of	4
will be described later	4
of a new and	4
h ave a t	4
may be considered as	4
in a state of	4
it is highly probable	4
to the outside of	4
the elastic limit is	4
lining of shield chambers	4
n n a n	4
it appears that the	4
stock of the company	4
one of the chief	4
i r r r	4
in new south wales	4
and not in the	4
table showing the size	4
the united states national	4
commissioners of the northern	4
to allow for the	4
should be taken that	4
per annum for the	4
load is applied continuously	4
made fast to her	4
was not to be	4
in consequence of the	4
between boston and the	4
r r f e	4
and for each additional	4
and one or two	4
the foundation of the	4
approved by the governor	4
provision is made for	4
the concrete is to	4
and lowell railroad company	4
section u d g	4
above the level of	4
for most of the	4
commonwealth is hereby authorized	4
walled cells of the	4
tunnel through the several	4
he was also a	4
a model of the	4
the total quantity of	4
as nearly as possible	4
the loss of a	4
compression and shear tests	4
and filled with concrete	4
on the north river	4
and the time per	4
the presence of the	4
and the work is	4
line of the state	4
in the eyes of	4
actually paid to the	4
in calculating the results	4
some of the artificers	4
nature of the rock	4
to be set up	4
it is in the	4
of the tunnel at	4
elastic limit in bending	4
construct the hoosac tunnel	4
time t i no	4
showing condition of work	4
the different kinds of	4
of the same year	4
progress of the excavation	4
side of the beam	4
the tunnel can be	4
as the governor and	4
that the troy and	4
this is not the	4
static bending test on	4
of new jersey and	4
great northern grafton greenough	4
the path of the	4
equal to the weight	4
the rate of growth	4
to lift the piston	4
to leave the rock	4
majority of the committee	4
the charter of the	4
the tunnels could be	4
at work upon the	4
w of men e	4
careful study of the	4
for the safety of	4
hundred thousand dollars of	4
as may be necessary	4
was the same as	4
course of the day	4
so as to have	4
the first of which	4
c d e f	4
s i l t	4
to be allowed to	4
the extent to which	4
the warrant of the	4
of the world and	4
as we shall see	4
it suitable and proper	4
ninth avenue elevated railway	4
the rock this morning	4
u t t i	4
to the base of	4
ahead of the shield	4
and b intermediate shaft	4
board of the lighthouse	4
the forces of nature	4
n a n rings	4
cost of the work	4
from the time of	4
excavation of shield chamber	4
mixed in the proportions	4
cities of boston and	4
t t e i	4
for the accommodation of	4
the plane of the	4
from to rings per	4
to a point where	4
of the railroad and	4
at the surface of	4
t r o s	4
much the same manner	4
gross earnings of said	4
will be made on	4
the purpose of carrying	4
by the troy and	4
stone of the building	4
been left on the	4
east side of th	4
of the western line	4
of men e description	4
wind shifted to the	4
first air lock bulkhead	4
i will cut it	4
people on the beacon	4
near the end of	4
be done in the	4
nine hundred thousand dollars	4
the work to the	4
of such contiguous road	4
be held by the	4
have to deal with	4
during the working months	4
decrease to zero at	4
shoving r cubic per	4
except in the case	4
t r o r	4
the conditions of the	4
and between eighth and	4
to the completion of	4
for the material in	4
line of the track	4
in order to give	4
credit of the contractors	4
point on the vermont	4
of the proposed tunnel	4
so i said to	4
have been paid by	4
hundred thousand dollars shall	4
middle of the tunnel	4
that they could be	4
men e description in	4
and it must be	4
of the state board	4
of carrying out the	4
at th street and	4
with a capacity of	4
top of the arch	4
cubic yard of excavation	4
for the new york	4
out of an orifice	4
in order to keep	4
and thence to the	4
the writer had the	4
it is clear that	4
the new york shield	4
in tunnels b and	4
only two or three	4
of failures in compression	4
iron lining of shield	4
a number of the	4
hold back the water	4
the weight of a	4
of two or more	4
the six principal beams	4
taken out of the	4
crushing strength at maximum	4
the width of base	4
of the arch were	4
the results of a	4
were to be made	4
was made with the	4
side of the tunnel	4
had been left on	4
of different kinds of	4
publications and articles on	4
pier at the foot	4
since the tensile strength	4
surrender of the road	4
the state treasurer shall	4
the other side of	4
will be on specimens	4
only one or two	4
and execution of the	4
to the state the	4
s h l u	4
the central railroad of	4
was used as a	4
up to the level	4
a little below the	4
between the rock and	4
of the northern lights	4
s i o f	4
was thought that the	4
the compression of the	4
station at seventh avenue	4
the hydrostatic head at	4
to eighty thousand dollars	4
p e i and	4
with that of the	4
the majority of the	4
contract was made with	4
and there is not	4
was held in place	4
the performance of the	4
a capacity of cu	4
ratio average ratio average	4
the commonwealth is hereby	4
of the rail to	4
the region of failure	4
same as for the	4
i am not so	4
the leading end of	4
a m ring f	4
to said board of	4
ring taken for the	4
that it did not	4
was done in the	4
of the rapid transit	4
the typical working force	4
be made of the	4
small clear beams of	4
the eastern terminus of	4
east and west of	4
in a vertical position	4
transverse or bending strength	4
in compression across the	4
e p e i	4
o s h l	4
drivers which is utilized	4
w unavoidable delays e	4
the joints between the	4
the appearance of a	4
method of l n	4
excavation on the sides	4
of sand and stone	4
in the present state	4
on the pumping main	4
iron and driving shield	4
of the export trade	4
the rock and on	4
with the degree of	4
i o f r	4
per cent cent cent	4
to the state treasurer	4
of west d street	4
surface of the river	4
cloak about his mouth	4
of the tunnel itself	4
r o p s	4
the upper course of	4
time spent by the	4
the sites of the	4
g i o r	4
hundred and twenty thousand	4
central railroad of new	4
in one of his	4
at the south shaft	4
the requirements of the	4
of the commonwealth to	4
in each of these	4
to the grade of	4
it was time to	4
construction of this tunnel	4
the east river gas	4
to be at the	4
east line of ninth	4
this machine has a	4
sketches are made of	4
were set up on	4
feet wide and feet	4
and out of the	4
on which he was	4
n rings e ing	4
an act in addition	4
a mile from the	4
at no great distance	4
at the close of	4
he was in the	4
in in in in	4
rate of growth and	4
r section r s	4
in much the same	4
a r section r	4
earth and rock bottom	4
an elevation of ft	4
a discussion of the	4
of the line of	4
of the great northern	4
of the deerfield river	4
as fast as it	4
to carry out the	4
tunnels a and c	4
by chapter two hundred	4
a visit to the	4
in the meantime the	4
that it might be	4
p e o between	4
spent by the whole	4
in the filtered water	4
hoosac tunnel and troy	4
done upon the road	4
i o s h	4
the final position of	4
t e i l	4
not only of the	4
such alterations in the	4
below the street surface	4
and long island city	4
as indicated by the	4
u t t e	4
and the treasurer of	4
it is my opinion	4
bending test on a	4
was made up of	4
e description in gang	4
communication with the west	4
to enable the troy	4
of these specimens will	4
to as much as	4
of the railroad line	4
tunnels east of the	4
draw the line somewhere	4
the people of this	4
there was only one	4
take the place of	4
the cities of boston	4
bell and spigot pipe	4
the state credit to	4
was appointed chief engineer	4
heading of the tunnel	4
found to be about	4
the work done upon	4
rock on the new	4
and the face was	4
the viaducts or bridges	4
a signal was made	4
the same time it	4
sworn to the faithful	4
end of the hoosac	4
t i s i	4
as it turned out	4
unavoidable delays e average	4
have to be driven	4
a word as to	4
on the work of	4
was decided to use	4
side of the ship	4
would seem as if	4
and progress of the	4
failures in compression across	4
made to the legislature	4
per ring taken for	4
troy and greenfield corporation	4
writer believes that the	4
shall have been actually	4
the upper surface of	4
the truth is that	4
the north and east	4
west of fifth avenue	4
n per ring yard	4
building tunnel through the	4
the paper by mr	4
in the minds of	4
difficulty was experienced in	4
from seventh avenue and	4
after i ring is	4
for the performance of	4
his cloak about his	4
the bottom of each	4
bolts after i ring	4
some mooted questions in	4
reason to believe that	4
an hour and a	4
r method of l	4
in the hour of	4
is an explanation of	4
other things being equal	4
whole time e time	4
between seventh and ninth	4
will depend upon the	4
number of station lin	4
was taken out in	4
which is utilized in	4
are given in table	4
brought up to the	4
the cutting edge and	4
was then to be	4
a and b intermediate	4
so that it would	4
division of the pennsylvania	4
the strength of treated	4
of weight on drivers	4
below the level of	4
of those on board	4
when it comes to	4
in the location and	4
new york city and	4
should be taken to	4
of part rock and	4
used in the foregoing	4
a p d g	4
table part w ave	4
of the wall and	4
o r section u	4
in front of it	4
as the result of	4
the management of the	4
was transferred to the	4
down to the rock	4
a way that the	4
deliveries of scrip shall	4
the effect of a	4
o s e i	4
north side of d	4
from those who have	4
the maximum load only	4
t o between length	4
and parallel to the	4
the wind had shifted	4
from the museum of	4
total items hrs min	4
bed of the river	4
railroad company to construct	4
scrip then applied for	4
board of directors of	4
rings e ing f	4
may be required for	4
this portion of the	4
the change in the	4
of directors of the	4
five hundred thousand dollars	4
the road west of	4
a very large proportion	4
was also a member	4
of the church of	4
beams of woods in	4
on the subject of	4
it is one of	4
o o t hy	4
o r r r	4
dollars per lineal foot	4
of cement used in	4
concrete lining was put	4
twin tunnel a and	4
r section u d	4
e a r section	4
york and long island	4
as will be seen	4
of the location of	4
quarter of an hour	4
the man who has	4
of all excavated material	4
e f g h	4
to the absence of	4
i ring is complete	4
to draw his warrant	4
eastward from the station	4
t air d g	4
part of the face	4
yards of concrete in	4
by the name of	4
end of the specimen	4
o o t per	4
in d and d	4
the metal lining of	4
size of the gang	4
r o s e	4
n n a r	4
so as to obtain	4
r a m ring	4
to the present time	4
description in gang i	4
showing the size of	4
company to construct the	4
and some of the	4
which was to be	4
pennsylvania railroad company for	4
that it will be	4
render it suitable and	4
a m r section	4
scrip shall be made	4
to the west line	4
cubic per and erec	4
taken for the various	4
of said board of	4
fixed design of righteousness	4