CSPICE_DSKW02 writes a type 2 DSK segment to a DSK file.
Given:
handle is the DAS file handle associated with a DSK file.
The file must be open for write access.
[1,1] = size(handle); int32 = class(handle)
center is the ID code of the body whose surface is described
by the input plate model. `center' refers to an
ephemeris object.
[1,1] = size(center); int32 = class(center)
surfid is the ID code of the surface described by the input
plate model. Multiple surfaces (for example, surfaces
having different resolutions) may be associated with a
given body.
[1,1] = size(surfid); int32 = class(surfid)
dclass is the data class of the input data set. See the
header file DSKMice02.m for values and meanings.
[1,1] = size(dclass); int32 = class(dclass)
frame is the name of the reference frame with respect to
which the input data are expressed.
[1,c1] = size(fname); char = class(fname)
or
[1,1] = size(fname); cell = class(fname)
corsys is the coordinate system in which the spatial coverage
of the input data is expressed. `corsys' is an integer
code. See the header file DSKMice02.m for values and
meanings.
[1,1] = size(corsys); int32 = class(corsys)
corpar is an array of parameters associated with the input
coordinate system.
For latitudinal and rectangular coordinates, `corpar'
is ignored.
For planetodetic coordinates, the contents of `corpar'
are:
Element Contents
--------- -----------------------------------
corpar(1) Equatorial radius of reference
corpar(2) Flattening coefficient. The polar
radius of the reference spheroid
is given by
corpar(1) * ( 1 - corpar(2) )
[2,1] = size(corpar); double = class(corpar)
mncor1,
mxcor1,
mncor2,
mxcor2,
mncor3,
mxcor3 are, respectively, lower and upper bounds of
each of the coordinates of the input data, where the
coordinate system is defined by `corsys' and `corpar'.
These bounds define the region for which the segment
provides data.
[1,1] = size(mncor1); double = class(mncor1)
[1,1] = size(mxcor1); double = class(mxcor1)
[1,1] = size(mncor2); double = class(mncor2)
[1,1] = size(mxcor2); double = class(mxcor2)
[1,1] = size(mncor3); double = class(mncor3)
[1,1] = size(mxcor3); double = class(mxcor3)
Distance units are km. Angular units are radians.
The interpretation of these bounds depends on the data
class; see `dclass' above.
Single-valued surfaces
----------------------
If the segment has data class SPICE_DSK_SVFCLS (see
DSKMice02.m), the segment defines a surface as a
single-valued function of its domain coordinates:
for example, it may define the radius of the
surface as a function of planetocentric longitude
and latitude.
In this case, the input data must cover a
rectangle in dimensions 1 and 2 of the input
coordinate system: the set of points
R = { (x,y): mncor1 < x < mxcor1;
mncor2 < y < mxcor2 }
must be completely covered by the input data. In
other words, for each point (x,y) of R, there must
be some plate containing a point whose first two
coordinates are (x,y).
The plate set may extend beyond the coordinate
range defined by the bounds on the domain.
Normally for single-valued surfaces, `mncor3' and
`mxcor3' are the minimum and maximum values of the
function attained on the domain.
General surfaces
----------------
If the segment has data class SPICE_DSK_GENCLS (see
DSKMice02.m), the segment simply contains a
collection of plates: no guarantees are made about the
topology of the surface. The coordinate bounds simply
indicate the spatial region for which the segment
provides data.
Note that shapes of small bodies such as asteroids
and comet nuclei may fall into the "general
surface" category. Surface features such as cliffs,
caves, and arches prevent a surface from being
represented as a single-valued function of latitude
and longitude, for example.
Longitude interpretation and restrictions
-----------------------------------------
The following rules apply to longitudes provided in
the arguments
mncor1
mxcor1
All angles have units of radians. The tolerance
SPICE_DSK_ANGMRG is used for the comparisons shown
below.
1) Longitudes must be in the range
-2*pi : 2*pi
Values that are out of range by no more than
SPICE_DSK_ANGMRG are bracketed to be in range.
2) It is acceptable for the longitude bounds to be
equal or out of order. If
mxcor1 < mncor1
-
then either `mxcor1' is treated by the DSK
subsystem as though it were mxcor1 + 2*pi, or
`mncor1' is treated as mncor1 - 2*pi: whichever
shift puts the bounds in the allowed range is
made.
The input longitude bounds must not be equal.
If the lower bound is greater than the upper
bound, the difference between the bounds must
not be an integer multiple of 2*pi.
Aside from any small changes made to move the
input values of `mncor1' or `mxcor1' into range,
the values are stored in the DSK segment as is.
3) `mxcor1' must not exceed `mncor1' by more than 2*pi.
Values that are out of range by no more than
SPICE_DSK_ANGMRG are bracketed to be in range.
first,
last are the endpoints of the time interval over which this
data set is applicable. These times are expressed as
seconds past J2000 TDB.
[1,1] = size(first); double = class(first)
[1,1] = size(last); double = class(last)
vrtces is an array of coordinates of the vertices.
The ith vertex occupies elements [1:3,i] of
this array.
[3,m] = size(vrtces); double = class(vrtces)
plates is an array representing the plates of the model.
The elements of `plates' are vertex indices. The vertex
indices of the ith plate occupy elements [1:3,i] of
this array.
[3,n] = size(plates); int32 = class(plates)
spaixd,
spaixi are, respectively, the double precision and integer
components of the spatial index of the segment.
[p,1] = size(spaixd); double = class(spaixd)
[q,1] = size(spaixi); int32 = class(spaixi)
It is strongly recommended that the helper routine
cspice_dskmi2 be used to create these arrays.  This routine operates by side effects.
Any numerical results shown for this example may differ between
platforms as the results depend on the SPICE kernels used as input
and the machine specific arithmetic implementation.
Create a three-segment DSK file using plate model data for
Phobos. Use latitudinal, rectangular, and planetodetic
coordinates in the respective segments. This is not a
realistic example, but it serves to demonstrate use of
the supported coordinate systems.
For simplicity, use an existing DSK file to provide the
input plate and vertex data. The selected input file has one
segment.
function dskw02_t
%
% MiceUser globally defines DSK parameters.
% For more information, please see DSKMiceUser.m and
% DSKMice02.m.
%
MiceUser
NSEG = 3;
cornam = { 'radius', 'Z-coordinate', 'Z-coordinate', 'altitude'};
%
% Assign names of input and output DSK files.
%
indsk = '/kernels/gen/dsk/phobos_3_3.bds';
dsk = 'phobos_3_3_3seg.bds';
if ( exist( dsk, 'file' ) == 2 )
delete( dsk )
end
%
% Open input DSK for read access; find first segment.
%
inhan = cspice_dasopr( indsk );
[dladsc, found] = cspice_dlabfs( inhan );
%
% Fetch vertices and plates from input DSK file.
%
% Note that vertex and plate indices are 1-based.
%
disp( 'Reading input data...' )
vrtces = cspice_dskv02( inhan, dladsc, 1, SPICE_DSK02_MAXVRT );
plates = cspice_dskp02( inhan, dladsc, 1, SPICE_DSK02_MAXPLT );
disp( 'Done.' )
%
% Set input array sizes required by cspice_dskmi2.
%
voxpsz = SPICE_DSK02_MAXVXP;
voxlsz = SPICE_DSK02_MXNVLS;
worksz = SPICE_DSK02_MAXCEL;
spaisz = SPICE_DSK02_SPAISZ;
makvtl = true;
%
% Set fine and coarse voxel scales. (These usually
% need to determined by experimentation.)
%
finscl = 5.0;
corscl = 4;
%
% Open a new DSK file.
%
handle = cspice_dskopn( dsk, dsk, 0 );
for segno=1:NSEG
%
% Create spatial index. We won't generate a
% vertex-plate mapping, so we set the flag
% for creating this map to "false."
%
fprintf( 'Creating segment %d\n', segno )
fprintf( 'Creating spatial index...\n' )
[spaixd, spaixi] = cspice_dskmi2( vrtces, plates, finscl, ...
corscl, worksz, voxpsz, ...
voxlsz, makvtl, ...
spaisz );
fprintf( 'Done.\n')
%
% Set up inputs describing segment attributes:
%
% - Central body: Phobos
% - Surface ID code: user's choice.
% We use the segment number here.
% - Data class: general (arbitrary) shape
% - Body-fixed reference frame
% - Time coverage bounds (TBD)
%
center = 401;
surfid = segno;
dclass = SPICE_DSK_GENCLS;
frame = 'IAU_PHOBOS';
first = -50. * cspice_jyear();
last = 50. * cspice_jyear();
%
% Set the coordinate system and coordinate system
% bounds based on the segment index.
%
% Zero out the coordinate parameters to start.
%
corpar = zeros(SPICE_DSK_NSYPAR,1);
switch segno
case 1
%
% Use planetocentric latitudinal coordinates. Set
% the longitude and latitude bounds.
%
corsys = SPICE_DSK_LATSYS;
mncor1 = -cspice_pi();
mxcor1 = cspice_pi();
mncor2 = -cspice_halfpi();
mxcor2 = cspice_halfpi();
case 2
%
% Use rectangular coordinates. Set the
% X and Y bounds.
%
% The bounds shown here were derived from
% the plate data. They lie slightly outside
% of the range spanned by the plates.
%
corsys = SPICE_DSK_RECSYS;
mncor1 = -1.3;
mxcor1 = 1.31;
mncor2 = -1.21;
mxcor2 = 1.2;
case 3
%
% Set the coordinate system to planetodetic.
%
corsys = SPICE_DSK_PDTSYS;
mncor1 = -cspice_pi();
mxcor1 = cspice_pi();
mncor2 = -cspice_halfpi();
mxcor2 = cspice_halfpi();
%
% We'll use equatorial and polar radii from
% pck00010.tpc. These normally would be fetched
% at run time, but for simplicity, we'll use
% hard-coded values.
%
re = 13.0;
rp = 9.1;
f = ( re - rp ) / re;
corpar = [ re, f ]';
otherwise
error( 'Mice(BUG)' )
end
%
% Compute plate model radius bounds.
%
fprintf( 'Computing %s bounds of plate set...\n', ...
char(cornam(corsys)) )
[mncor3, mxcor3] = cspice_dskrb2( vrtces, plates, corsys, corpar );
fprintf ( 'Done.\n' )
%
% Write the segment to the file.
%
fprintf( 'Writing segment...\n' )
cspice_dskw02( handle, ...
center, ...
surfid, ...
dclass, ...
frame, ...
corsys, ...
corpar, ...
mncor1, ...
mxcor1, ...
mncor2, ...
mxcor2, ...
mncor3, ...
mxcor3, ...
first, ...
last, ...
vrtces, ...
plates, ...
spaixd, ...
spaixi )
end
%
% Close the input DSK.
%
cspice_dascls( inhan )
cspice_dskcls( handle, true )
MATLAB outputs:
Reading input data...
Done.
Creating segment 1
Creating spatial index...
Done.
Computing radius bounds of plate set...
Done.
Writing segment...
Creating segment 2
Creating spatial index...
Done.
Computing Z-coordinate bounds of plate set...
Done.
Writing segment...
Creating segment 3
Creating spatial index...
Done.
Computing altitude bounds of plate set...
Done.
Writing segment...
After run completion, A DSK exists in the output directory.
This routine writes a type 2 segment to a DSK file that has been
opened for write access.
Users planning to create DSK files should consider whether the
SPICE DSK creation utility MKDSK may be suitable for their needs.
This routine is supported by the routines cspice_dskmi2 and cspice_dskrb2
cspice_dskmi2 simplifies use of this routine by creating the "spatial
index" arrays required as inputs by this routine. cspice_dskrb2 computes
bounds on the third coordinate of the input plate set.
Spatial Indexes
===============
A spatial index is a group of data structures that facilitates
rapid high-level computations involving sets of plates. The data
structures created by this routine are aggregated into arrays
of type SpiceInt and type SpiceDouble.
Voxel grids
===========
A key geometric computation---probably the most important, as it
serves as a foundation for other high-level computations---is
finding the intersection of a ray with the plate set. DSK type 2
segments use data structures called "voxel grids" as part of
their indexing mechanism. There is a "coarse grid": a box that
completely encloses a DSK type 2 segment's plate set, and which
is composed of identically-sized cubes called "coarse voxels."
Each coarse voxel in composed of smaller cubes called "fine
voxels." When the term "voxel" is used without qualification, it
refers to fine voxels.
Type 2 DSK segments contain data structures that associate plates
with the fine voxels intersected by those plates. These
structures enable the type 2 DSK software to rapidly find plates
in a given region of space.
Voxel scales
============
There are two voxel scales:
- The coarse voxel scale is the integer ratio of the
edge length of a coarse voxel to the edge length of
a fine voxel
- The fine voxel scale is the double precision ratio
of the edge length of a fine voxel to the average
extent of the plates in the input plate set. "Extents"
of a plate are the absolute values of the differences
between the respective maximum and minimum X, Y, and Z
coordinates of the plate's vertices.
Voxel scales determine the resolution of the voxel grid.
Voxel scales must be chosen to satisfy size constraints and
provide reasonable plate lookup performance.
The following considerations apply to spatial indexes of
type 2 DSK segments:
1) The maximum number of coarse voxels is fixed at
SPICE_DSK02_MAXCGR (declared in SpiceDSK.h).
2) If there are too few fine voxels, the average number of
plates per fine voxel will be very large. This largely
negates the performance improvement afforded by having an
index. Also, the number of plates per voxel may exceed limits
imposed by DSK subroutines that use static arrays.
3) If there are too many fine voxels, the average number of
voxels intersected by a given plate may be too large for all
the plate-voxel associations to be stored. In addition, the
time needed to examine the plate lists for each voxel
(including the empty ones) may become quite large, again
negating the value of the index.
In many cases, voxel scales yielding optimum performance must be
determined by experiment. However, the following heuristics can
provide reasonable starting values:
Let `np' be the number of plates. Let `fs' be the fine voxel
scale. Then a reasonable value of `fs' may be
(0.25)
fs = np / 8.
In general, `fs' should not smaller than 1.
For important details concerning this module's function, please refer to
the CSPICE routine dskw02_c.
MICE.REQ
DAS.REQ
DSK.REQ
-Mice Version 1.0.0, 04-FEB-2016, EDW (JPL), NJB (JPL), ML (JPL)
write a type 2 dsk segment
|


Python, Javascript, R
Vast background in NLP (Natural Language Processing) and NLU (Natural Language Understanding), Recommenders & Context management
Experienced with deployment of several projects on Cloud/Premises using state-of-the-art Technologies. E2E Consulting from Architecture to a working product


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Running Infinispan cluster on OpenShift
Did you know that it’s extremely easy to run Infinispan in OpenShift? Infinispan 9.0.0.Alpha4 adds out of the box support for OpenShift (and Kubernetes) discovery!
Our goal
We’d like to build an Infinispan cluster on top of OpenShift and expose a Service for it (you may think about Services as Load Balancers). A Service can be exposed to the outside world using Routes. Finally, we will use REST interface to PUT and GET some data from the cluster.
Accessing the OpenShift cloud
Of course before playing with Infinispan, you will need an OpenShift cluster. There are number of options you can investigate. I will use the simplest path - OpenShift local cluster.
The first step is to download OpenShift Client Tools for your platform. You can find them on OpenShift releases Github page. Once you download and extract the 'oc' binary, make it accessible in your $PATH. I usually copy such things into my '/usr/bin' directory (I’m using Fedora F23).
Once everything is set and done - spin up the cluster:
Note that you have been automatically logged in as 'developer' and your project has been automatically set to 'myproject'.
Spinning an Infinispan cluster
The first step is to create an Infinispan app:
Now you need to modify the Deployment Configuration (use 'oc edit dc/infinispan-server' for this) and tell Infinispan to boot up with Kubernetes' discovery protocol stack by using the proper namespace to look up other nodes (unfortunately this step can not be automated, otherwise a newly created Infinispan node might try to join an existing cluster and this is something you might not want). Here’s my modified Deployment Configuration:
-
(lines 58-60) - Modified Infinispan startup parameters by adding image startup arguments.
-
(lines 88-90) - JGroups Kubernetes Discovery protocol is instrumented by the Downward API to use current project’s namespace.
There is one final step - Kubernetes' PING protocol uses the API to look up other nodes in the Infinispan cluster. By default API access is disabled in OpenShift and needs to be enabled. This can be done by this simple command:
Now we can redeploy the application (to ensure that all changes were applied) and scale it out (to 3 nodes):
Now let’s check if everything looks good - you can do it either through the OpenShift web console or by using 'oc get pods' and 'oc logs' commands:
Accessing the cluster
In order to access the Infinispan cluster from the outside world we need a Route:
The newly created Route needs small changes - we need to change the target port to 8080 (this is the REST service). The 'oc edit route/infinispan-server' command is perfect for it. Below is my updated configuration:
-
(line 17) - Modified to 8080 TCP port
Testing the setup
You can easily see how to access the cluster by describing the Route:
Now let’s try to play with the data:
Cleaning up
Finally, when you are done with experimenting, you can remove everything using 'oc delete' command:
Conclusion
Running Infinispan cluster inside an OpenShift cloud is really simple. Just 3 steps to remember:
-
Create an Infinispan app ('oc new-app')
-
Tell it to use Kubernetes JGroups Stack and in which project look for other cluster members ('oc edit dc/infinispan-server')
-
Allow access to the OpenShift API ('oc policy add-role-to-user')
Happy scaling!


A Victorious Union
by Oliver Optic
Chapter XIV: “The Progress of the Action”
Additional Information
- Year Published: 1893
- Language: English
- Country of Origin: United States of America
- Source: Optic, O. (1893). A Victorious Union. Boston, MA: Lee and Shepherd Publishers.
-
Readability:
- Flesch–Kincaid Level: 9.0
- Word Count: 2,187
- Genre: Adventure
- Keywords: 19th century literature, american literature, blue and the gray, civil war
- ✎ Cite This
Downloads
The tremendous speed of the Bellevite had been telling with prodigious effect upon the distance between the two steamers, which was now reduced to not more than a mile and a half. Captain Rombold could not help realizing by this time that the American-built vessel outsailed the English-built. If the Trafalgar was good for twenty knots an hour, as represented, she had hardly attained that speed, as Captain Breaker judged by comparison with that of his own ship.
The Armstrong gun was still silent and it was pretty well settled that it had been disabled. In this connection Christy recalled something he had read in Simpson about the “inability of the Armstrong gun to resist impact,” and he sent Midshipman Walters to bring the volume from his state-room. When it came he found the place, and read that three shots had been fired into one of them from a nine-pounder, either of which would have been fatal to the piece; and the section described the effect of each upon it.
He showed the book open at the place to Captain Breaker; but he had read it, and carried the whole matter in his mind. The gun quoted was weak, though the one on the deck of the Tallahatchie was vastly larger; but a correspondingly heavy force had been brought to bear upon it.
“I am satisfied that the enemy’s long gun has been disabled; and while she continues the attempt to run away from us, she is unable to use her broadside guns to advantage, for she cannot bring them to bear upon us without coming to,” said the commander. “But we are gaining at least a knot and a half an hour on her, and she must soon change her tactics.”
“That is evident enough, sir,” added Christy.
“The captain of that ship is a brave fellow, and I am confident he will fight as long as there is anything left of him,” continued the captain as he occasionally directed his glass at the chase.
“He certainly will, sir, for I have seen his ship knocked out from under him, when he had abundant excuse for hauling down his flag before he did so; and we had hardly time on board of the Chateaugay to save his people before his vessel went to the bottom,” continued Christy. “More than that, he is a gentleman and a scholar.”
“You have told me about him, Christy; and I believe you suggested to Captain Chantor his best plan of action.”
“I simply indicated what I should do in his place, and he adopted the method I mentioned,” added Christy modestly.
“We may find it advisable to resort to the same plan, though I must add that it is by no means original with you. It was adopted in the war of 1812 with England.”
“I did not claim the method as original, and knew very well that it was not so,” replied the lieutenant.
“The conditions on both sides must be favorable to the method or it cannot be adopted. One of the ships must have heavier metal than the other, so that she can knock her enemy to pieces at her leisure, and at the same time greater speed, so that she can keep out of the reach of guns of shorter range.”
“I am sorry I could not obtain more definite information in regard to the broadside guns of the Tallahatchie,” added Christy.  But you have the long range Parrot, and I have no doubt you can knock her to pieces in your own time, since it has been demonstrated that we can outsail her.”
But at this moment the conversation was disturbed by the movement of the chase, which appeared to be again preparing to come about. The commander ordered the helm to be put to starboard to avoid being raked, and directed that the pivot gun should be discharged at the enemy. The enemy fired a broadside of three guns in quick succession, the solid shots from all them striking the Bellevite between wind and water. The carpenter’s gang was hurried below to plug the shot holes.
Blumenhoff secured his aim and fired; but this time he was less happy than on the former occasion, and though the shot went between the masts, no great damage appeared to be done. The enemy started her screw immediately, and swung around so as to present her starboard broadside before the Parrot could be made ready for another shot. The Tallahatchie delivered another three shots, two of which went wide of the mark. The third struck the carriage of the pivot gun, but fortunately it was not disabled, for it had been built to resist a heavier ball than the one which had struck it.
The captain of the Bellevite gave the order to Christy to swing to the ship, and give the enemy a broadside. The order was promptly executed as the enemy came about and resumed her course to the southward, which was certainly a very bad movement on her part. The four guns on the port side, two sixties and two thirties, sent their solid shots over the stern of the Tallahatchie.
A moment later, as the fresh breeze carried away the smoke to the north-east, the crew set up a lively cheer, for the mizzen mast of the chase toppled over into the water, and the pilot house seemed to have been knocked into splinters.
“Well done!” exclaimed Captain Breaker, clapping his hands as he faced the guns’ crews on the port side, and Christy joined him in the demonstration.
The men of the division gave another lusty cheer in response to the approval of the two chief officers. The captain had already ordered the ship to be put about so as to deliver the starboard broadside, and the other division of guns were impatient to have their chance at the enemy.
Christy had clapped his hands with his spy-glass under his arm; and when he had rendered his tribute of applause, he directed the instrument to the enemy. A squad of men were at work over the ruins of the pilot house, which was still forward, as the vessel had been built for a pleasure yacht, and another gang were getting the extra wheel at the stern ready for use.
The Bellevite came about in obedience to the order Christy had given to the quartermaster conning the wheel, and the guns on the starboard side were all ready to deliver their messengers of death and destruction.
“Aim at that extra wheel,” said the captain; and Christy delivered the order to the officers of the division.
The broadside was of the same metal as on the port side, and the result was looked for with even more interest than before. The appearance was that all three shots had struck at or near the wheel at the stern, and Christy promptly directed his glass to that part of the steamer, the captain doing the same thing.
“There is nothing of the wheel left in sight,” said the lieutenant. “The taffrail is knocked away, and at least one of those shots must have knocked the captain’s cabin into utter confusion.”
“Go ahead at full speed, Mr. Passford,” said Captain Breaker, after he had fully measured with his eye the damage done to the enemy.
“Her steering gear seems to be entirely disabled, sir,” continued Christy, after he had given the order to the chief engineer. “She does not appear to be able to come about, as no doubt she would if she could, so as to bring her broadside guns to bear upon us.”
The order had been given before to load the broadside and pivot guns with shells. The enemy had not started her screw for the reason that the ship was unmanageable with her steering gear disabled. The action had certainly gone against her; but she gave no indication that she was ready to surrender for the Confederate flag, which had been hoisted at the mainmast head when the mizzen was shot away, still floated in the breeze.
A gang of men were still at work where the extra wheel had been, and the commander evidently expected he should be able to repair the damage in some manner so that he could steer his ship. Captain Breaker gave the command to stop the screw, and a mighty hissing and roaring of steam followed when Christy transmitted it to the engine room. The order to come about on the headway that remained succeeded, and the three shells immediately exploded on the deck or in the hull of the enemy; but the extent of the damage could not be estimated.
The three from the starboard guns were next sent on their mission; but so far as could be seen no damage was done. The big Parrot was next discharged; but the expert captain of the gun was unfortunate this time, for the projectile dropped into the water beyond the steamer, though it seemed to pass very near the stern. For the next half hour the midship piece was kept busy, and its shots made destructive work about the deck of the Tallahatchie.
“I think we had better finish this business at once, and before the enemy has time to rig a new steering apparatus, Mr. Passford,” said Captain Breaker, as they came together on the quarter-deck.
“I think we can knock her all to pieces with the Parrot gun, sir,” replied Christy.
“But it might take all day to do that; and the Tallahatchie exhibits an astonishing power of resistance. Besides, she will soon repair her extra wheel, and have it ready for use. I am inclined to believe that we are wasting time, which will make it all the worse for us in the end,” reasoned the commander. “I am prepared to board her, for I think she must have lost a great many men.”
“No doubt of it, sir,” added the lieutenant.
“Lay her aboard on the port side, and have everything ready,” continued Captain Breaker.
Christy gave the necessary orders for this decided action, and the officers and the crew seemed to be delighted with the prospect of a hand-to-hand fight with the enemy. The lieutenant was not wholly confident that the commander was right in his reasoning, but like a loyal officer and a true sailor who knows no duty but obedience, he heartily supported his superior. He walked the deck in the discharge of his duty; but he was thinking of something since the order to board had been given.
“Is there anything like a flank movement in boarding, Captain Breaker?” he asked, as he halted at the side of the commander.
“Of course the officers do their best to flank the enemy after they reach the deck,” replied the captain, looking with some astonishment at the lieutenant.
“I have reference to another sort of flanking,” added the inquirer.
“Of course in a squadron some of the ships may be ordered to operate in that manner; but a single ship acting against another can hardly do any flanking.”
“But I mean in boarding.”
“You had better explain yourself a little more definitely, for I do not understand you,” replied the commander with a puzzled expression on his face.
“We have one hundred and twenty men, with six absent on other duty,” continued the lieutenant. “Judging by what I learned from Bokes, I believe the Tallahatchie has less than a hundred, for he said she expected to recruit twenty or thirty men at Nassau. She has lost more men so far than we have, sir.”
“Grant all that you say, and where does the flanking come in?”
“Your order is to board on the port side of the enemy, which will bring the starboard side of the Bellevite alongside of her. Suppose you put twenty men or more into the launch, on the port side of the ship, where it cannot be seen by the enemy, just before the order to board is given. At the right time let this boat hurry to the starboard side of the Tallahatchie, where the twenty men or more will board, and take the enemy in the rear.”
The commander took off his cap and rubbed his bald head as if to stimulate his ideas; but he made no answer then to the suggestion.
Paul Vapoor was driving the engine to its utmost, and the ship was rapidly approaching the enemy.


Feature
with the supplied description and each scenario
specified in the array of Supplier
s.AbstractScenario
which is either a
Scenario
or ScenarioOutline
.ExtentElement
for a feature.ReportElement
for a feature with the specified description.Feature
.Feature
.


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--- layout: documentation title: EntryPointSignatureListType ---
Species a list of entry point signatures for a packer.
| Field Name | Type | Description |
|---|---|---|
| Entry_Point_Signature1..n | EntryPointSignatureType |
Specifies a single field in a list of entry point signatures. |


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Planet Sick-Boy: http://www.sick-boy.com "We Put the SIN in Cinema"
© Copyright 2001 Planet Sick-Boy. All Rights Reserved.
The Pokémon marketing folks are Einstein-caliber geniuses. First, they hypnotize kids with flashing, seizure-inducing lights which turn them into sticky little zombies that "Gotta Catch 'em All" (meaning collect the cards for each Pokémon character, of which there are hundreds). Then they rush a cheaply made film into theatres every six months which introduces a handful of new characters and means more "catching" for your brainwashed offspring.
But the smartest thing they may have done is to release three horrendously bad films so close together. This move has left critics wringing their hands, as they have already used every possible creative way to say the first two films sucked. Lucky for you, I've scraped the bottom of the barrel and still have a few left. How bad is Pokémon 3? It's rub-hot-sauce-on-your-genitals bad. It's turn-your-head-and-cough bad. It's George-W.-Bush-is-our-President bad.
That said, Pokémon 3 is probably the best of the three Pokémon films Sure, that's kind of like debating whether Wrestlemania VI or Wrestlemania IX was better, but hey - it's a step in the right direction. Like the previous two, it begins with what is, essentially, an unaired episode of the television show. This time it's "Pikachu and Pichu," where everyone's favorite yellow squeak toy and all his pals take a trip to The Big City (a name is never offered). They get chased by a rabid Pokédog and saved by two new characters, the Pichu brothers. There's also some cheesy narration, because without it, nobody would have a clue what was going on - as I'm sure you all know, Pokémon don't talk.
The film proper, titled "Spell of the Unknown," is about a little girl named Molly, whose father is a well-known hunter of legendary Pokémon.  Molly tries to unlock the secret of The Unown, but instead ends up having the strange tiles read her mind and build a fantasy world around her. It's a pretty decent intro, but then Ash and the other Pokémon trainers show up and bring with them a bunch of bad songs and more squeak toys than you can shake a stick at. Ash and company try to stop the legendary Pokémon named Enteimon (also the producer of delicious baked goods available at fine stores everywhere), who is the force responsible for creating Molly's crazy new city.
Of course, there are numerous Pokémon battles, and you'll get to see your favorite little critters, like Duckémon, Catémon, Squirrelémon, Batémon, Rockémon and Bonémon. And there are a slew of new characters, as well. So adults - get ready to open your wallets. The best part of Pokémon 3 is Ash's friend Brock, who doesn't open his eyes for the entire film. At one point, when the Pokégang meet a girl named Lisa, Brock tells her she's got a cute Pokémon. C'mon, Brock - she's no Judy Jetson. And this is a kids' film. Please keep it in your pants.
1:35 - G for get my gun
========== X-RAMR-ID: 29045 X-Language: en X-RT-ReviewID: 201103 X-RT-TitleID: 1106796 X-RT-SourceID: 595 X-RT-AuthorID: 1146
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Related links: index of all rec.arts.movies.reviews reviews


Property Generator
This is a property generator webpage and how to use it and stuff.
Generate Property
Property ID
Square Footage
$/Square Foot
Total Cost


I went to American as exchange student. It was pretty tough at the moment for the first time, but I overcame it. At school, I played in marching band with keyboard and winterguard. At home, I really liked my host family's dog, Jasper.
I am doing everything I wanted to do. I play a keyboard in my band that's called '햇살' and study a coding in the band that's called '멋쟁이사자' I learned how to play a viola in first semester at Residential collage and now I am playing a korean traditional instrument that's called '가야금'. I went to Cambodia and Laos in summer vacation for volunteer and field work program. I went to carreer camp, and startups camp. I got first prize at the startups camp
I went to Uganda as project volunteer to experience about the 'International development cooperation' on the field. I stayed there for 7 months, and came back to korea on March 2020. It was good expreince in general but, If anybody ask me if I still have a mind on working for that area, I would say 'I don't think so, haha'
This year is getting busy, but enjoying it. Focusing on study but also searching for What I want to do for my next chapter are what I need to do this year. Selfexploring and examination can be hard, but it's always worth it. /
Study about general knowlege in international society and development cooperation.
My high school year was great there.
I'm interested in many fields. For example, I like playing the piano and really good at it! I'm prepraring for the concert held by my club. Also, I will go to Indonesia as a volunteer. There, I'll teach the students about 'HTML' and 'CSS', which are the basics of making a web-page. I look forward to your support. Thanks!


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Unique Lighting Systems® is the only manufacturer providing system solutions for lighting. Our highest commitment is to set the standard for manufacturing innovative and quality products.
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The -exec command allows one to integrate external programs into the processing flow. seesv:seesv -exec <id> <arguments> The id is used to look up an environment variable (or RAMADDA runtime property) of the form:
seesv_exec_<id>=/path/to/executableAny command line arguments given up to but not including an argument that equals "-" are passed in to the executable. For every row the executable is called with the given arguments. Each of the arguments can contain any number of macros of the form:
seesv -exec <id> ${url} ${name}The macros get replaced with the corresponding values in the given row.
So for example, if you have a list of urls that you want to fetch using cURL for set the environment variable:
export seesv_exec_curl=/usr/bin/curlThen assuming you have the file:
url url1.html url2.htmlCall the command
seesv -exec curl ${url} - -pThis produces a new file:
url,result url1.html,contents of url1 url2.html,contents of url2


SPORT
DAVIES NEWS
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BIOGRAPHY
Birthday Corner:
This months July birthday boys and girls:
James Mullen, 28 on July 22nd.
Try and spot Davies and Pals!
Ashley Richard Davies 2003-2004 ©
All rights reserved
'Davies!' & ARDaviesInternational ®™


-
Brooklyn Nets 2021/22 season summary
Revisiting NBA player data - via nba_api
I’m starting to pull together some player data for the NBA 2021/22 season, and have started with the Nets. I didn’t really follow the last season that closely, and thought that plotting a heatmap of minutes played, sorted by total minutes played, might be a handy way to presenting a summary of a season.
-
Results by electorate for the freedom friendly parties; sneak peak at the Victorian election
Results by Electoral District
Although informative, reviewing the results by polling place (see previous post) is potentially deceptive as the number of votes is not easily interpretable through the size of markers representing the geographic location of the polling places. When the votes are presented by electoral district (Figure 1), the results appear slightly stronger because regional areas are disproportionately emphasised visually due to their geographic coverage, i.e. the lower population density in regional areas is not reflected within the polygons of the choropleth map. Another difference is that the clustering of voting for the FFMPs along coastal areas and towns that we saw when reviewing results at the polling place level is obscured.
-
Where was the support for the freedom friendly minor parties geographically?
The Disappointment that is Melbourne
The map of Victoria identifies polling places by levels of support for FFMPs: ranging from 0 up to 45%. i.e. 0-5%, 5-10%, 10-15%, 15-20%, 25-35%, and 35-45%. Darker orange shading indicates greater levels of support. Note the deliberately de-emphasized white large circles in inner-city Melbourne, where votes of residents presumably favoured the Greens or the Labour. The size of the markers are scaled according to quantiles of total votes at each polling place.
Support for the FFMPs in Victoria were largely at the outer fringes of Melbourne, predominantly the south-east of Melbourne in Dandenong/Pakenham and the surrounding area (e.g. polling booth Dandenong ISAACS PPVC with ~21%). There was also some support in the north near South Morang/Thomastown (South Morang Lakes 20% & Thomastown West 18%) and in the west near Sunshine and Hoppers Crossing (Derrimut Health and the Grange both had 18% support).
-
NBA playoffs '21 implied probabilities & margins
histograms of margin by home/away status
-
Minutes played by Nets, playoffs


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Comparison Analysis of Different Telecoms Operators
Verizon
AT&T
Sprint
price
15833
cover
12998
usage
11987
device
10233
package
9212
cost
8873
home
8632
customer
6392
people
5124
channel
3988


Groups fault Bayelsa governorship election
by Mudiaga AffeMudiaga Affe and Daniels Igoni
Two groups, the Ijaw Leaders Forum and the Advocacy for Good Governance, have condemned the conduct of the just-concluded governorship election in Bayelsa State, saying it fell short of required standards.
They said this in Yenagoa on Thursday, while reacting to the conduct of the poll.
Leader of the ILF, Timi Ogoriba, in a statement signed by eight other members of the forum said the election was “fraudulently conducted with deployment of heavy security to favour the All Progressives Congress.”
Ogoriba said, “There was a brazen display of coerciveness and use of brute force by the security agents on the electorate. It is also common knowledge that the security forces arrested those perceived to be working for the Peoples Democratic party and quarantined them at several locations till after the election.”
The Ijaw leaders challenged the nation’s judiciary to rise to the occasion and redress the anomalies when entertaining cases arising from the poll.
Similarly, the state Chairmam of AGG, Bunu Tonye-Jacob, told journalists in Yenagoa that the governorship election was marred by irregularities, which he said could put the nation’s democracy under serious threat.
Tonye-Jacob said, “What happened in some places during the election was a rape of our democracy. And this will further put to test whether or not our democracy can survive.
“We are calling on the international community and all lovers of democracy to come to our aid as our democracy is in serious threat because in some places, (there were) a lot of irregularities.”
Meanwhile, a Coalition of Civil Society Election Observers Group has called for the cancellation of the November 16 governorship election in Bayelsa, saying it did not represent the aspirations of genuine voters in the state.
The observers, who made their position known in an interim report, however, stated that the election witnessed improved commitment by INEC towards logistics deployment and commencement of the poll.
The Chairman of the CCSEOG, Mr Olufemi Lawson, who presented the interim report at a press conference in Lagos, said there were widespread cases of electoral violence and vote-buying facilitated by security operatives in collaboration with thugs..
He said, “It is a shame that the Inspector-General of Police, Mr Mohammed Adamu, described policemen that disrupted the governorship poll in parts of Bayelsa and Kogi states as fake.”
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All rights reserved. This material, and other digital content on this website, may not be reproduced, published, broadcast, rewritten or redistributed in whole or in part without prior express written permission from PUNCH.
Contact: theeditor@punchng.com


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- skill
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Some people have an ability to write placeholder text... It's an art you're basically born with. You either have it or you don't. Be careful, or I will spill the beans on your placeholder text. I will write some great placeholder text – and nobody writes better placeholder text than me, believe me – and I’ll write it very inexpensively. I will write some great, great text on your website’s Southern border, and I will make Google pay for that text. Mark my words.
Lorem Ipsum is FAKE TEXT! I’m the best thing that ever happened to placeholder text. The best taco bowls are made in Trump Tower Grill. I love Hispanics!
I don't think anybody knows it was Russia that wrote Lorem Ipsum, but I don't know, maybe it was. It could be Russia, but it could also be China. It could also be lots of other people. It also could be some wordsmith sitting on their bed that weights 400 pounds. Ok? Lorem Ipsum better hope that there are no "tapes" of our conversations before he starts leaking to the press!


/* upload file to GitHub */ Error An error occurred. Please try again. Close [[labelUploadButton]] [[labelCancelButton]] [[labelTestButton]]


Since 1910, Denon has continued to introduce the most innovative audio / video products with the latest technologies, superb craftsmanship and the leading performance worldwide. The company is one of the world's most diversified specialist audio and home theater providers who offer consumers and professionals breathtaking sound and images, superior reliability and unrivaled convenience features.
With the advent of their "IN-Command Series", Denon created a dedicated program for their custom integration dealers. Only Custom Integrators that complete their annual and extensive CI Certification program can use this logo, whether it be on their websites, marketing materials etc. This Certification program includes many hours of in person training, as well as follow up on-line sessions. It is Denon's 'Seal of Expertise' for you, that Mentor TV has proven our ability to sell, integrate and service our 'CI' products. We also have access to many special added services to make your purchase, installation and use of Denon products as easy and enjoyable as possible.
In addition to the latest surround sound technology and the ultimate in connectivity, Denon's X Series models let music lovers listen to their favorite tracks wirelessly from portable music players, smartphones and tablet devices. These models make accessing audio via home Wi-Fi networks easier and better than ever with a broad selection of Internet radio stations, and stream tracks from subscription services such as Pandora, SiriusXM and Spotify Connect.


--- layout: post title: 'Create RESTful WCF Service API : Step By Step Guide' date: '2010-08-31T16:33:00.001+01:00' author: solrevdev tags: modified_time: '2010-08-31T16:33:25.332+01:00' blogger_id: tag:blogger.com,1999:blog-31446756.post-7150438255994567709 blogger_orig_url: http://www.solrevdev.com/2010/08/create-restful-wcf-service-api-step-by.html ---


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|
SuperLU 6.0.0
|
factorization from dgstrf (DGSSVX) More...
Functions | |
| int | main (int argc, char *argv[]) |
| void | parse_command_line (int argc, char *argv[], int *lwork, float *u, yes_no_t *equil, trans_t *trans) |
| Parse command line options to get relaxed snode size, panel size, etc. More... | |
| int main | ( | int | argc, |
| char * | argv[] | ||
| ) |


Germany wants ‘swift solution’ for lawyer detained in Turkey
by The Associated PressBERLIN (AP) — Germany’s foreign minister says he’ll raise with his Turkish counterpart the issue of a lawyer retained by the Germany embassy in Ankara who was arrested two months ago.
Heiko Maas said Friday that Germany wants a “swift solution” and he plans to speak to Turkish Foreign Minister Mevlut Cavusoglu about it on the sidelines of a G-20 meeting in Japan.
Speaking to reporters during a stop in Hiroshima, Maas said the arrest was “in no way comprehensible.”
German officials are concerned that the lawyer, who was arrested mid-September, had sensitive documents on Turkish citizens seeking asylum in Germany that may now be in the hands of authorities in Turkey.
Germany’s ambassador in Turkey, Martin Erdmann, said this week the embassy is “working hard to clarify the allegations” against the lawyer.
The Associated Press


This interface will display the progress of the primary mapping robot.
A table containing robot telemetry data will be displayed to the right when the update button is clicked.


Cyber Security consultant focusing on offensive security testing with particular interest in application, network, mainframe and browser extension security. I am a believer in automation and continually develop software and tooling to help assist with security testing and other general tasks. Also interested in data science, machine learning and external asset mapping within the cyber security field.
I have a masters degree in Mathematics and Physics from the University of Durham and hold the OSCP and CRT certifications. I continue to research fraud detection, a project which started during my degree, and have undertaken several research projects into novel attack detection techniques and data analysis.
Benford's law, established over a century ago, reveals that the occurrence of the first significant digit in large numerical datasets follows a nonuniform distribution. This counterintuitive nature is useful in forensic accounting and detecting financial fraud. A recent investigation on house price data in England and Wales pre and post-2014 shows two distinct patterns of human intervention: selling property just below tax thresholds and psychological pricing with a bias towards final digits being 0 or 5. The analysis indicates that the 2014 legislative change to soften tax thresholds significantly impacted house price data.
Benjamin Hull et al 2022 Eur. J. Phys. 43 015803Benford's law (BL) describes the probability of a given digit occurring at a position (index) in a number. By analysing financial statements and other documents and measuring conformity with this law, it is could be possible to detect financial fraud. This project focuses on house price data, techniques used to measure conformity and SEC filling to determine how this law could be used to detect financial fraud.
benh_benfords-law-financial-fraud_2021.pdfAnalytically, samples taken from a log-uniform distribution comply with Benford's law (BL). A statistical derivation of Benford's law, originally given by Hill, relies on this fact. Zipf's law describes the occurrence of words in a given languages and follows a similar digit law to BL. When a language has an infinite number of words Zipf's law reduces to the Riemann Zeta function. By considering an extension of Zipf's law as a summation of an uncountable infinite number of languages, each with an infinite number of words, we show a connection between Zipf's law, the Zeta function and Benford's law. This immediately extends the BL beyond its classical definition and provides a rich mathematical structure to the theory which is related to the Zeta function.
/benh_generating-benford-distributions_2023.pdfPatience is a simple card game and is similar to Solitaire. The outcome of Patience is caused entirely by the arrangement of the pack of cards the game is played with. In theory, if a player can analyse the deck before playing they should be able to determine the score they will achieve. This research aims to analyse the process of playing Patience programmatically and whether the final score can be predicted given any shuffled pack of cards. A time series interpretation of the data is presented and further research topics suggested, such as the K-Mean clustering algorithm to detect features and trends in the underling time series distribution.
/benh_patience-solution-research_2023.pdf


Nehemiah 11:2
And the people blessed all the men, that willingly offered themselves to dwell at Jerusalem.


Status of Version
This software component documentation and all the present specifications are version 2.0 and was published on July 23th 1999.


Arima - Junior Front End Developer
CareShare - Bitmaker Labs Final Project
A Gun & A Ring - Best Boy (1st Assistant Lighting & Grip)
The Life of Daniel Video Short - Producer


I am a builder! I build teams. I build service. I build relationships. I build controls. I build revenue. I began my career in building in my family's ranching business. There, I learned how to build fences, water troughs and learned the value of hard work. I furthered my career in building in the United States Marine Corps and have been building my skills ever since. In the Marines I learned how to build leaders and how to train individuals and teams. I learned how to build motivation and esprit de corps. I then learned the basics of business at the University of Texas at San Antonio. While there I learned, and fell in love with, the service industry. I learned how to build Servers, Bartenders, Cooks and Security Personnel. I also learned how Service works and how to keep costs controlled and increase revenues at Mad Dogs British Pub. I have proven skills, education and leadership abilities that can be utilized in any environment.
phone:<PHONE_NUMBER>
email<EMAIL_ADDRESS>mailing: P.O. Box 782, Von Ormy, TX, 78073


Road and bridge projects are expected to make up one of the biggest chunks of the jobs created in the stimulus package. Below, you’ll find a chart of more than 5,800 projects that have been approved by the U.S. Department of Transportation. Once given the green light, states can put the projects out to bid, contract them and begin construction work. So far, about 2,300 projects are under way.
Help us find out how much progress has been made on these projects by participating in our Stimulus Spot Check.
For more on the stimulus, check out our blog and resource page.
| State | Urban Area | Project Description | Improvement Type | ARRA Funds Obligated |
|---|---|---|---|---|
| GEORGIA | SAVANNAH | This project is the milling and resurfacing of SR 30. This section of SR 30 needs resurfacing because the existing pavement is deteriorating. SR 30 was last resurfaced in 1975. | Pavement Improvement | $204,108 |
| GEORGIA | This project is the milling and resurfacing of SR 32. This section of SR 32 needs resurfacing because the existing pavement is deteriorating. SR 32 was last resurfaced in 1998. | Pavement Improvement | $1,915,833 | |
| GEORGIA | This project is the resurfacing of SR 4. This section of SR 4 needs resurfacing because the existing pavement is deteriorating. SR 4 was last resurfaced in 1998. | Pavement Improvement | $5,004,817 | |
| GEORGIA | This project is the resurfacing of SR 40 connector. This section of SR 40 connector needs resurfacing because the existing pavement is deteriorating. SR 40 Connector was last resurfaced in 2000. | Pavement Improvement | $246,728 | |
| GEORGIA | This project is the milling and resurfacing of SR 1 Businesss. This section of SR 1 Business needs resurfacing because the existing pavement is deteriorating. SR 1 Business was last resurfaced in 1997 | Pavement Improvement | $1,046,745 | |
| GEORGIA | This project is the milling and resurfacing of SR 3. This section of SR 3 needs resurfacing because the existing pavement is deteriorating. SR 3 was last resurfaced in 1999. | Pavement Improvement | $1,574,895 | |
| GEORGIA | ATLANTA | This project is the resurfacing on SR 140. This section of SR 140 needs resurfacing because the existing pavement is deteriorating. SR 140 was last resurfaced in 1990. | Pavement Improvement | $3,216,978 |
| GEORGIA | This project is the milling and resurfacing of SR 27 West. This section of SR 27 West needs resurfacing because the existing pavement is deteriorating. SR 27 West was last resurfaced in 1998. | Pavement Improvement | $945,661 | |
| GEORGIA | This project is the milling and resurfacing of SR 27. This section of SR 27 needs resurfacing because the existing pavement is deteriorating. SR 27 was last resurfaced in 1998. | Pavement Improvement | $1,002,998 | |
| GEORGIA | AUGUSTA (SC) | This project is the milling and resurfacing of SR 28. This section of SR 28 needs resurfacing because the existing pavement is deteriorating. SR 28 was last resurfaced in 1995. | Pavement Improvement | $2,124,848 |
| GEORGIA | This project is the milling and resurfacing of SR 117. This section of SR 117 needs resurfacing because the existing pavement is deteriorating. SR 117 was last resurfaced in 1989. | Pavement Improvement | $3,102,028 | |
| GEORGIA | This project is the milling and resurfacing of SR 4. This section of SR 4 needs resurfacing because the existing pavement is deteriorating. SR 4 was last resurfaced in 2000. | Pavement Improvement | $3,593,850 | |
| GEORGIA | ATLANTA | This project is the milling and resurfacing of SR 9. This section of SR 9 needs resurfacing because the existing pavement is deteriorating. SR 9 was last resurfaced in 2000. | Pavement Improvement | $560,224 |
| GEORGIA | ATLANTA | This project is the milling and resurfacing of SR 3/US 19. This section of SR 3 needs resurfacing because the existing pavement is deteriorating. SR 3 was last resurfaced in 1987. | Pavement Improvement | $1,044,334 |
| GEORGIA | ATLANTA | This project is the milling and resurfacing of SR 9. This section of SR 9 needs resurfacing because the existing pavement is deteriorating. SR 9 was last resurfaced in 2000. | Pavement Improvement | $2,612,378 |
| GEORGIA | ATLANTA | This project is the milling and resurfacing of SR 10. This section of SR 10 needs resurfacing because the existing pavement is deteriorating. SR 10 was last resurfaced in 1990. | Pavement Improvement | $5,101,371 |
| GEORGIA | ATLANTA | This project is the milling and resurfacing of SR 14 Spur. This section of SR 14 Spur needs resurfacing because the existing pavement is deteriorating. SR 14 Spur was last resurfaced in 1997. | Pavement Improvement | $1,045,509 |
| GEORGIA | ATLANTA | This project is the resurfacing of SR 139. This section of SR 139 needs resurfacing because the existing pavement is deteriorating. SR 139 was last resurfaced in 1989. | Pavement Improvement | $677,413 |
| GEORGIA | ATLANTA | This project is the milling and resurfacing of SR 54. This section of SR 54 needs resurfacing because the existing pavement is deteriorating. SR 54 was last resurfaced in 1994. | Pavement Improvement | $1,981,879 |
| GEORGIA | ATLANTA | This project is the milling and resurfacing of SR 92. This section of SR 92 needs resurfacing because the existing pavement is deteriorating. SR 92 was last resurfaced in 2002. | Pavement Improvement | $2,791,017 |
| GEORGIA | GAINESVILLE | This project is the resurfacing of SR 11. This section of SR 11 needs resurfacing because the existing pavement is deteriorating. SR 11 was last resurfaced in 1997. | Pavement Improvement | $1,776,000 |
| GEORGIA | This project is the resurfacing of SR 53. This section of SR 53 needs resurfacing because the existing pavement is deteriorating. SR 53 was last resurfaced in 1998. | Pavement Improvement | $1,914,750 | |
| GEORGIA | This project is the resurfacing of SR 384. This section of SR 384 needs resurfacing because the existing pavement is deteriorating. SR 384 was last resurfaced in 1999. | Pavement Improvement | $1,021,200 | |
| GEORGIA | This project is the resurfacing of SR 51. This section of SR 51 needs resurfacing because the existing pavement is deteriorating. SR 51 was last resurfaced in 2001. | Pavement Improvement | $1,637,250 | |
| GEORGIA | This project is the resurfacing of SR 356. This section of SR 356 needs resurfacing because the existing pavement is deteriorating. SR 356 was last resurfaced in 1985. | Pavement Improvement | $1,932,688 | |
| GEORGIA | ATLANTA | This project is the milling and resurfacing of SR 9. This section of SR 9 needs resurfacing because the existing pavement is deteriorating. SR 9 was last resurfaced in 2004. | Pavement Improvement | $3,146,850 |
| GEORGIA | This project is the resurfacing of SR 63. This section of SR 63 needs resurfacing because the existing pavement is deteriorating. SR 63 was last resurfaced in 1998. | Pavement Improvement | $2,021,050 | |
| GEORGIA | This project is the resurfacing of SR 520. This section of SR 520 needs resurfacing because the existing pavement is deteriorating. SR 520 was last resurfaced in 1998. | Pavement Improvement | $1,451,691 | |
| GEORGIA | ATLANTA | This project is the milling and resurfacing of I-575/SR 417. This section of SR 417 needs resurfacing because the existing pavement is deteriorating. SR 417 was last resurfaced in 1983. | Pavement Improvement | $30,718,936 |
| GEORGIA | This project is the milling and resurfacing of SR 137. This section of SR 137 needs resurfacing because the existing pavement is deteriorating. SR 137 was last resurfaced in 1997. | Pavement Improvement | $1,803,431 | |
| GEORGIA | This project is the milling and resurfacing of SR 7. This section of SR 7 needs resurfacing because the existing pavement is deteriorating. SR 7 was last resurfaced in 1999. | Pavement Improvement | $3,552,478 | |
| GEORGIA | This project is the milling and resurfacing of SR 153. This section of SR 153 needs resurfacing because the existing pavement is deteriorating. SR 153 was last resurfaced in 1994. | Pavement Improvement | $1,727,731 | |
| GEORGIA | ATLANTA | This project is the milling and resurfacing of SR 155. This section of SR 155 needs resurfacing because the existing pavement is deteriorating. SR 155 was last resurfaced in 1998. | Pavement Improvement | $3,405,522 |
| GEORGIA | This project is the milling and resurfacing of SR 83. This section of SR 83 needs resurfacing because the existing pavement is deteriorating. SR 83 was last resurfaced in 1985. | Pavement Improvement | $2,775,106 | |
| GEORGIA | AUGUSTA (SC) | This project is the milling and resurfacing of SR 4. This section of SR 4 needs resurfacing because the existing pavement is deteriorating. SR 4 was last resurfaced in 1992. | Pavement Improvement | $3,898,828 |
| GEORGIA | This project is the milling and resurfacing of SR 16. This section of SR 16 needs resurfacing because the existing pavement is deteriorating. SR 16 was last resurfaced in 1984. | Pavement Improvement | $2,046,604 | |
| GEORGIA | This project is the milling and resurfacing of SR 16. This section of SR 16 needs resurfacing because the existing pavement is deteriorating. SR 16 was last resurfaced in 1987. | Pavement Improvement | $2,297,111 | |
| GEORGIA | This project is the milling and resurfacing of SR 4 Business.This section of SR 4 Business needs resurfacing because the existing pavement is deteriorating. SR 4 Business was last resurfaced in 1991. | Pavement Improvement | $1,980,285 | |
| GEORGIA | This project is the resurfacing of SR 17. This section of SR 17 needs resurfacing because the existing pavement is deteriorating. SR 17 was last resurfaced in 1999. | Pavement Improvement | $1,057,018 | |
| GEORGIA | This project is the resurfacing of SR 23. This section of SR 23 needs resurfacing because the existing pavement is deteriorating. SR 23 was last resurfaced in 1994. | Pavement Improvement | $4,881,333 | |
| GEORGIA | This project is the resurfacing of SR 25. This section of SR 25 needs resurfacing because the existing pavement is deteriorating. SR 25 was last resurfaced in 1992. | Pavement Improvement | $2,029,302 | |
| GEORGIA | ATLANTA | This project is the resurfacing of SR 20. This section of SR 20 needs resurfacing because the existing pavement is deteriorating. SR 20 was last resurfaced in 1990. | Pavement Improvement | $506,033 |
| GEORGIA | ATLANTA | This project is the resurfacing of SR 20. This section of SR 20 needs resurfacing because the existing pavement is deteriorating. SR 20 was last resurfaced in 1990. | Pavement Improvement | $2,188,101 |
| GEORGIA | ATLANTA | This project is the resurfacing of SR 236. This section of SR 236 needs resurfacing because the existing pavement is deteriorating. SR 236 was last resurfaced in 1988. | Pavement Improvement | $1,238,039 |
| GEORGIA | ATLANTA | This project is the resurfacing of SR 360. This section of SR 360 needs resurfacing because the existing pavement is deteriorating. SR 360 was last resurfaced in 1984. | Pavement Improvement | $659,314 |
| GEORGIA | This project is the resurfacing of SR 41. This section of SR 41 needs resurfacing because the existing pavement is deteriorating. SR 41 was last resurfaced in 1996. | Pavement Improvement | $2,106,854 | |
| GEORGIA | This project is the resurfacing of SR 128. This section of SR 128 needs resurfacing because the existing pavement is deteriorating. SR 128 was last resurfaced in 1999. | Pavement Improvement | $2,208,045 | |
| GEORGIA | This project is the resurfacing of SR 18. This section of SR 18 needs resurfacing because the existing pavement is deteriorating. SR 18 was last resurfaced in 1993. | Pavement Improvement | $3,130,217 | |
| GEORGIA | This project is the resurfacing of SR 44. This section of SR 44 needs resurfacing because the existing pavement is deteriorating. SR 44 was last resurfaced in 1998. | Pavement Improvement | $6,056,772 | |
| GEORGIA | This project is the resurfacing of SR 30/US 280. This section of SR 30 needs resurfacing because the existing pavement is deteriorating. SR 30 was last resurfaced in 1992. | Pavement Improvement | $2,813,411 | |
| GEORGIA | This project is the resurfacing of SR 30. This section of SR 30 needs resurfacing because the existing pavement is deteriorating. SR 30 was last resurfaced in 1997. | Pavement Improvement | $3,236,978 | |
| GEORGIA | This project is the resurfacing of SR 126. This section of SR 126 needs resurfacing because the existing pavement is deteriorating. SR 126 was last resurfaced in 1998. | Pavement Improvement | $2,003,639 | |
| GEORGIA | This project is the resurfacing of SR 47. This section of SR 47 needs resurfacing because the existing pavement is deteriorating. SR 47 was last resurfaced in 1995. | Pavement Improvement | $3,282,708 | |
| GEORGIA | GAINESVILLE | This project is the removal of selected concrete slabs on SR 365. The reason for removal and replacement of the selected concrete slabs is due deterioration. The last time any work was done on SR 365 | Pavement Improvement | $4,558,437 |
| GEORGIA | WARNER ROBINS | This project is the resurfacing of SR 11 Business. This section of SR 11 Business needs resurfacing because the existing pavement is deteriorating. SR 11 Business was last resurfaced in 1994. | Pavement Improvement | $992,900 |
| GEORGIA | This project is the resurfacing of SR 164. This section of SR 164 needs resurfacing because the existing pavement is deteriorating. SR 164 was last resurfaced in 1993. | Pavement Improvement | $1,232,100 | |
| GUAM | Rte 2, Reconstruction or Repair of Three Culverts and One Slide | Other | $1,582,000 | |
| GUAM | Rte 4 Widening and Resurfacing Ylig Bridge to Pago Bay | Other | $4,400,000 | |
| GUAM | MassoRiver Bridge, Abutment Repair | Other | $220,000 | |
| GUAM | Rte 17 Rehabilitation and Widening in several areas, Phase 1 | Other | $5,298,000 | |
| GUAM | Rte 25 (Alageta Road) Reconstruction and Widening (Bello Road to Route 26) | Other | $6,500,000 | |
| HAWAII | Limited to extending the life of the pavement by cold planing and resurfacing (1 1/2" maximum) areas that are starting to show pavement distress. Use of slurry seal, crack seals, white topping and/or | Pavement Improvement | $5,605,823 | |
| HAWAII | INTERSTATE ROUTE H-1 AT FARRINGTON HIGHWAY, MAKAKILO SEPARATION & MILITARY ROAD OVERPASSES; PE, ROW & CON FOR SEISMIC RETROFIT | Bridge Improvement | $1,485,691 | |
| HAWAII | HAWAII BELT ROAD, CLEAN AND PAINT STEEL MEMBERS, NINOLE, MAULUA, KUWAIKAHI, AND KUKAIAU BRIDGES (CON) | Bridge Improvement | $8,274,152 | |
| HAWAII | HONOLULU | TRAFFIC SIGNALS AT VARIOUS LOCATIONS, PHASE 10 (P, C) | Safety/Traffic Management | $3,407,221 |
| HAWAII | HANA HIGHWAY PAVEMENT PREVENTIVE MAINTENANCE, KAUPAKALUA ROAD TO HUELO (CON) | Pavement Improvement | $1,363,530 | |
| HAWAII | Resurface and reconstruct damaged areas of the pavement. Safety (including guardrail and shoulder improvements) and ADA improvements could be included. | Pavement Improvement | $3,893,243 | |
| HAWAII | Limited to extending the life of the pavement by cold planing and resurfacing (1 1/2" maximum) areas that are starting to show pavement distress. Use of slurry seal, crack seals, white topping and/or | Pavement Improvement | $1,904,805 | |
| HAWAII | KUHIO HIGHWAY RESURFACING, KAWAIHAU ROAD TO KAPAA BRIDGE (CON) | Pavement Improvement | $1,021,416 | |
| HAWAII | MAALO ROAD RESURFACING, MILE POST 0.0 TO MILE POST 1.0 | Pavement Improvement | $729,083 | |
| HAWAII | HONOLULU | RT 83 KAMEHAMEHA HIGHWAY AT PUNALUU STREAM, PE/ROW/CON FOR BRIDGE REPLACEMENT | Bridge Replacement | $20,343,107 |
| HAWAII | Reconstruction and beautification of Market Street from Kahawai Street to Makuhau Road. Install drainage system, street lights, landscaping and irrigation. | Pavement Improvement | $5,287,166 | |
| IDAHO | Cement Recycled Asphalt Base Stabilization on 3.5 miles of road | Other | $81,000 | |
| IDAHO | Replace one deficient, restricted-access bridge | New Bridge Construction | $36,976,832 | |
| IDAHO | Widen 6.37 miles of congested rural road | Pavement Widening | $2,780,627 | |
| IDAHO | Widen 1.71 miles of road | Pavement Widening | $5,403,562 | |
| IDAHO | Add sidewalks and lighting along 0.454 miles of road | Other | $188,212 | |
| IDAHO | POCATELLO | Widen 1.2 miles of congested urban Interstate | Pavement Improvement | $11,569,574 |
| IDAHO | Construct 20.28 new lane-miles and one new bridge | New Construction | $42,354,235 | |
| IDAHO | Widen 1.338 miles of road | Pavement Widening | $4,210,319 | |
| IDAHO | IDAHO FALLS | Sealcoat local streets throughout Idaho Falls city | Pavement Improvement | $866,027 |
| IDAHO | BOISE CITY | One mile of landscaping along the newly constructed Ten Mile interchange on I 84 | Other | $108,880 |
| IDAHO | Widen 2.619 miles of road | Pavement Widening | $5,589,767 | |
| IDAHO | Resurface 1.49 miles of road | Other | $66,000 | |
| IDAHO | Resurface one intersection | Other | $81,000 | |
| IDAHO | Resurface 0.45 mile of road | Other | $56,000 | |
| IDAHO | Resurface 14.345 miles of road | Other | $65,000 | |
| IDAHO | Resurface 1 mile of road | Other | $66,000 | |
| IDAHO | Resurface 3.2 miles of road | Other | $56,000 | |
| IDAHO | Resurface 0.722 mile of road | Other | $81,000 | |
| IDAHO | Resurface 0.489 mile of road | Other | $78,500 | |
| IDAHO | Cement Recycled Asphalt Base Stabilization on 1.48 miles of road | Other | $81,000 | |
| IDAHO | Resurface 3 miles of road | Other | $80,000 | |
| IDAHO | Resurface 4.2 miles of road | Other | $81,000 | |
| IDAHO | Resurface 4.6 miles of road | Other | $66,000 | |
| IDAHO | Cement Recycled Asphalt Base Stabilization on 1.5 miles of road | Other | $81,000 | |
| IDAHO | Resurface 0.19 mile of road | Other | $66,000 | |
| IDAHO | Resurface 0.61 mile of road | Other | $63,000 | |
| IDAHO | POCATELLO | Resurface 1.232 mile of road | Other | $65,000 |
| IDAHO | Resurface 0.426 mile of road | Other | $66,000 | |
| IDAHO | Resurface 1.02 miles of road | Other | $81,000 | |
| IDAHO | Resurface 0.192 mile of road | Other | $62,000 | |
| IDAHO | Resurface 4.543 miles of road | Other | $56,000 | |
| IDAHO | Resurface 2 miles of road | Other | $81,000 | |
| IDAHO | Resurface 0.47 mile of road | Other | $66,000 | |
| IDAHO | Resurface 0.46 mile of road | Other | $81,000 | |
| IDAHO | Provide for curation and management of artifacts | Other | $162,960 | |
| IDAHO | BOISE CITY | I 84, VISTA AVE IC, BOISE, BRIDGE #21590 - ARRA (construction) | Pavement Widening | $24,029,318 |
| ILLINOIS | CHICAGO-NORTHWESTERN INDIANA (IN) | LAKE ST TO N OF I-290 (EISENHOWER EXPY) | Pavement Improvement | $1,538,505 |
| ILLINOIS | ROCKFORD | E STATE ST TO MULBERRY ST IN ROCKFORD | Pavement Improvement | $518,841 |
| ILLINOIS | ILL 82 IN GENESEO TO STATE ST; STATE STEER TO MUD CREEK IN ATKINSON | Pavement Improvement | $2,777,902 | |
| ILLINOIS | US 20 / IL 26 - Resurfacing on US 20 north of Freeport from east and west of IL 26 and on IL 26 from sourth of Fairview Road to * | Pavement Improvement | $1,880,580 | |
| ILLINOIS | Various Structures in Adams, Christian & Morgan Counties | Bridge Improvement | $220,000 | |
| ILLINOIS | ROCKFORD | CEDAR ST / S MAIN ST TO JOHN ST / N MAIN ST; SALEM STREET TO CEDAR STREET IN ROCKFORD | Pavement Improvement | $1,443,568 |
| ILLINOIS | W OF ILL 26 TO E OF ILL 26 & S OF FAIRVIEW RD TO N US 20B IN FREEPORT | Safety/Traffic Management | $744,460 | |
| ILLINOIS | PAVEMENT MARKING IN DISTRICT 1 (INTERSTATE ROUTES) | Safety/Traffic Management | $868,439 | |
| ILLINOIS | VARIOUS | Safety/Traffic Management | $600,000 | |
| ILLINOIS | PAVEMENT MARKING IN DISTRICT 4 | Safety/Traffic Management | $539,506 | |
| ILLINOIS | PAVEMENT MARKING IN DISTRICT 7 | Safety/Traffic Management | $353,667 | |
| ILLINOIS | PAVEMENT MARKING IN DISTRICT 9 | Safety/Traffic Management | $477,700 | |
| ILLINOIS | GUARDRAIL END SECTION REPLACEMENTS IN DISTRICT 1 | Safety/Traffic Management | $817,871 | |
| ILLINOIS | GUARDRAIL END SECTION REPLACEMENTS IN DISTRICT 4 & PEORIA MPO | Safety/Traffic Management | $731,656 | |
| ILLINOIS | GUARDRAIL END SECTION REPLACEMENTS IN DISTRICT 9 | Safety/Traffic Management | $684,183 | |
| ILLINOIS | GIBSON ST TO SINGER AVE IN NOKOMIS INCLUDING SPRUCE; MADISON ST TO ILL 16 | Pavement Improvement | $943,915 | |
| ILLINOIS | CHICAGO-NORTHWESTERN INDIANA (IN) | 26TH ST TO 31ST ST | Pavement Improvement | $317,814 |
| ILLINOIS | VARIOUS | Safety/Traffic Management | $1,000,000 | |
| ILLINOIS | CHICAGO-NORTHWESTERN INDIANA (IN) | VARIOUS LOCATIONS IN SOUTH COOK COUNTY | Pavement Improvement | $854,514 |
| ILLINOIS | CHICAGO-NORTHWESTERN INDIANA (IN) | VARIOUS LOCATIONS IN CENTRAL COOK COUNTY | Pavement Improvement | $1,805,948 |
| ILLINOIS | CHICAGO-NORTHWESTERN INDIANA (IN) | VARIOUS LOCATIONS IN NORTH COOK COUNTY | Pavement Improvement | $1,071,800 |
| ILLINOIS | CHICAGO-NORTHWESTERN INDIANA (IN) | VARIOUS LOCATIONS IN WILL COUNTY | Pavement Improvement | $500,310 |
| ILLINOIS | CHICAGO-NORTHWESTERN INDIANA (IN) | VARIOUS LOCATIONS IN KANE COUNTY | Pavement Improvement | $1,595,801 |
| ILLINOIS | CHICAGO-NORTHWESTERN INDIANA (IN) | VARIOUS LOCATIONS IN DUPAGE COUNTY | Pavement Improvement | $2,555,070 |
| ILLINOIS | CHICAGO-NORTHWESTERN INDIANA (IN) | VARIOUS LOCATIONS IN MCHENRY COUNTY | Pavement Improvement | $693,261 |
| ILLINOIS | CHICAGO-NORTHWESTERN INDIANA (IN) | VARIOUS LOCATIONS IN WEST LAKE COUNTY | Pavement Improvement | $2,695,773 |
| ILLINOIS | CHICAGO-NORTHWESTERN INDIANA (IN) | VARIOUS LOCATIONS IN EAST LAKE COUNTY | Pavement Improvement | $1,500,000 |
| ILLINOIS | ST. LOUIS (MO)-IL | UNDER ILL 162 | Pavement Improvement | $29,000,000 |
| ILLINOIS | CHICAGO-NORTHWESTERN INDIANA (IN) | HUBBARDS CAVE TO I-290 (EISENHOWER EXPY) (RAMP EXTENSION & REMOVAL) | Pavement Improvement | $9,163,712 |
| ILLINOIS | CHICAGO-NORTHWESTERN INDIANA (IN) | US 41 (SKOKIE BLVD) TO MCCORMICK BLVD; CHICAGO AVE TO JUDSON AVE | Pavement Improvement | $1,664,820 |
| ILLINOIS | CHICAGO-NORTHWESTERN INDIANA (IN) | NORTHWEST HWY TO N CENTRAL AVE | Pavement Improvement | $2,221,718 |
| ILLINOIS | US67 Jackson St in Macomb to S of Troublesome Creek US 136 US67 to .5 Mile E of US 67 | Pavement Improvement | $1,600,000 | |
| ILLINOIS | N of Ellison Creek to S of TR 163 | Pavement Improvement | $415,000 | |
| ILLINOIS | ILL 116 (W) TO NCL OF CANTON | Pavement Improvement | $2,080,718 | |
| ILLINOIS | 1 MI S OF I-74 TO ILL 8 (E) | Pavement Improvement | $1,073,761 | |
| ILLINOIS | SCL OF CANTON IL ILL 100; IL 100 TO US 24 | Pavement Improvement | $1,679,288 | |
| ILLINOIS | 9.7 miles of resurfacing on IL 78 from north of IL 17 (W) to the Peoria County Line in Stark County. | Pavement Improvement | $2,900,000 | |
| ILLINOIS | Bridge replacement of the structure over Sand Ridge Road over Lost Creek south of Ferrin Section 03-10115-00-BR | Bridge Replacement | $50,000 | |
| ILLINOIS | Resurfacing FAS 32/FAU 5011 (Poplar Grove Rd) from the Village of Poplar Grove to Marengo Rd in Boone County - 5.28 miles. | Pavement Improvement | $398,954 | |
| ILLINOIS | E OF REDDICK RUN TO E OF HERSCHER RD | Pavement Improvement | $1,737,097 | |
| ILLINOIS | MEADOWLARK DR TO 1ST ST IN SPRINGFIELD | Pavement Improvement | $818,311 | |
| ILLINOIS | LOST CREEK TRIB 3.6, 0.9, 2 MI E OF BLUFF SPRING RD | Pavement Improvement | $2,094,836 | |
| ILLINOIS | N OF THAWVILLE TO I-57 AT ONARGA | Pavement Improvement | $861,786 | |
| ILLINOIS | DEWITT CO LINE TO 1.5 MI NE OF ILL 121 | Pavement Improvement | $1,465,825 | |
| ILLINOIS | Resurface FAS 77 (CH 4) from IL 64 to IL 40 & FAS 79 (CH 25) from IL40 to the Ogle County Line, 10.33 miles in Carroll Co. | Pavement Improvement | $309,728 | |
| ILLINOIS | Bridge repalcement - County Highway 6 over Fitch Creek north east of Victoria, Section 05-00096-01-BR | Bridge Replacement | $255,000 | |
| ILLINOIS | CHICAGO-NORTHWESTERN INDIANA (IN) | Construct prefabricated pedestrian bridge over Buffalo Creek & construct shared use path between Dundee Road & Glendale Rd * | Transportation Enhancements | $368,060 |
| ILLINOIS | CHICAGO-NORTHWESTERN INDIANA (IN) | Sidewalk improvement, brick paver sidewalk, pedestrian lighting & signing along FAP 347 (Roosevelt Rd) from Mannheim Road to * | Transportation Enhancements | $268,960 |
| ILLINOIS | Construction of the Route 66 multi-use trail in Chenoa Section 06-00025-01-BT | Transportation Enhancements | $25,000 | |
| ILLINOIS | ILL 146 TO 3.5 MI N | Pavement Improvement | $992,628 | |
| ILLINOIS | Replace existing deck with PCC deck beams, abutment & pier repairs to the structure carrying CH R-15 (Spoon River Rd) over the ** | Bridge Improvement | $379,741 | |
| ILLINOIS | Bridge replacement of the structure carrying Morris Rd. over Pulaski Slough south of Pulaski. Section 94-01166-00-BR | Bridge Replacement | $157,081 | |
| ILLINOIS | Resurface Old Jacksonville Road from Koke Mill Road 5 miles west to a tributary to Spring Creek in Sangamon County. | Pavement Improvement | $1,775,000 | |
| ILLINOIS | ILL 251 (S JCT) TO I-39 | Pavement Improvement | $681,740 | |
| ILLINOIS | Bridge replacement over a branch of Indian Creek Section 05-00213-00-BR | Bridge Replacement | $314,054 | |
| ILLINOIS | Bridge replacement for the structure carrying CH 23 over Jack Creek, 4 miles northeast of Toulon in Stark County. | Bridge Replacement | $184,642 | |
| ILLINOIS | Resurface FAS 188 (CH 8) from the Marshall County Line to FAS 247 in Bureau County - 1.99 miles. | Pavement Improvement | $292,800 | |
| ILLINOIS | Resurfacing Freeport Rd. in Ogle County Section 09-00264-00-RS | Pavement Improvement | $574,019 | |
| ILLINOIS | CHICAGO-NORTHWESTERN INDIANA (IN) | W OF M L KING DR TO US 6 (159TH ST) | Other | $2,750,000 |
| ILLINOIS | CHICAGO-NORTHWESTERN INDIANA (IN) | THORNDALE AVE (ELGIN-O'HARE EXPY) TO GRAND AVE & I-88 (E-W TOLLWAY) TO I-90/94 (KENNEDY EXPY) | Other | $5,100,000 |
| ILLINOIS | CHICAGO-NORTHWESTERN INDIANA (IN) | AT VARIOUS STRUCTURES (103RD, 111TH, 112TH, 115TH, 125TH, 167TH AND AT PEOTONE-JOLIET RD) | Other | $1,300,000 |
| ILLINOIS | CHICAGO-NORTHWESTERN INDIANA (IN) | HUBBARDS CAVE TO I-290 & FRANKLIN CONNECTOR | Other | $1,189,458 |
| ILLINOIS | CHICAGO-NORTHWESTERN INDIANA (IN) | AT SAYRE & CENTRAL AVE | Other | $702,536 |
| ILLINOIS | CHICAGO-NORTHWESTERN INDIANA (IN) | WILL-COOK RD TO W OF US 45; I-355 TO WILL-COOK RD | Other | $1,100,000 |
| ILLINOIS | CHICAGO-NORTHWESTERN INDIANA (IN) | OVER STATE ST, RRS & LITTLE CALUMET RIVER | Other | $605,580 |
| ILLINOIS | CHICAGO-NORTHWESTERN INDIANA (IN) | DES PLAINES RIVER, RR CANAL (N ABUTMENT) | Other | $1,000,000 |
| ILLINOIS | LOCAL ROADS CONSULTANT | Other | $4,000,000 | |
| ILLINOIS | CONSTRUCTION ENGINEERING | Other | $400,000 | |
| ILLINOIS | CONSTRUCTION ENGINEERING | Other | $300,000 | |
| ILLINOIS | CONSTRUCTION ENGINEERING | Other | $300,000 | |
| ILLINOIS | ON-CALL CONSTRUCTION INSPECTION | Other | $1,700,000 | |
| ILLINOIS | ON-CALL ENGINEERING | Other | $500,000 | |
| ILLINOIS | ST. LOUIS (MO)-IL | UNDER ILL 162 | Other | $2,500,000 |
| ILLINOIS | CONSTRUCTION ENGINEERING | Other | $500,000 | |
| ILLINOIS | CONSTRUCTION ENGINEERING | Other | $500,000 | |
| ILLINOIS | CONSTRUCTION ENGINEERING | Other | $500,000 | |
| ILLINOIS | CONSTRUCTION ENGINEERING | Other | $500,000 | |
| ILLINOIS | MISCELLANEOUS CONTRUCTION ENGINEERING | Other | $300,000 | |
| ILLINOIS | CONSTRUCTION ENGINEERING | Other | $300,000 | |
| ILLINOIS | PAVEMENT PROFILE TESTING FOR ECONOMIC RECOVERY PROJECTS | Other | $300,000 | |
| ILLINOIS | PEORIA | MISCELLANEOUS CONSTRUCTION ENGINEERING IN DISTRICT 4 | Other | $1,600,000 |
| ILLINOIS | 9.50 miles of bituminous surface treatment and seal coat on FAS 242 (CH 16) from the Henry Co. Line to IL 40 in Bureau County. | Pavement Improvement | $128,800 | |
| ILLINOIS | 7.85 miles of bituminous treatment and seal coat on FAS 244 (CH 9) from Ch 8 to IL 26 in Bureau Co. | Pavement Improvement | $83,792 | |
| ILLINOIS | Resurface FAS 281 (CH 19) Joliet Rd from Lisbon Road to IL 47 in Kendall County - 2.54 miles. | Pavement Improvement | $361,760 | |
| ILLINOIS | SW OF TOWANDA TO N OF LEXINGTON | Pavement Improvement | $2,905,931 | |
| ILLINOIS | ILL 47 TO ILL 53 | Pavement Improvement | $2,107,029 | |
| ILLINOIS | JODAVIESS CO LINE TO REES RD | Pavement Improvement | $1,733,973 | |
| ILLINOIS | CHICAGO-NORTHWESTERN INDIANA (IN) | US 12 (MAIN ST) TO LAKE CO LINE | Pavement Improvement | $1,953,958 |
| ILLINOIS | ROCKFORD | WHITMAN ST TO WALNUT ST IN ROCKFORD NORTHBOUND AND SOUTHBOUND | Pavement Improvement | $610,289 |
| ILLINOIS | ROCKFORD | WINDSOR RD TO N OF ROOSEVELT RD IN LOVES PARK | Pavement Improvement | $1,138,543 |
| ILLINOIS | VINE ST IN GRAFTON TO LOCKHAVEN RD | Pavement Improvement | $2,683,927 | |
| ILLINOIS | ST. LOUIS (MO)-IL | LOCKHAVEN RD TO STATE ST | Pavement Improvement | $2,090,483 |
| ILLINOIS | BUNKER HILL RD TO PARK LANE DR | Pavement Improvement | $684,447 | |
| ILLINOIS | 16TH ST TO S OF I-280 IN ROCK ISLAND | Pavement Improvement | $4,449,013 | |
| ILLINOIS | ST. LOUIS (MO)-IL | HUMBERT RD | New Bridge Construction | $7,590,000 |
| ILLINOIS | 0.1 MI N OF ILL 101 TO 0.2 MI N OF US 24 & 0.2 MI S OF US 24 TO 2 MI SE OF US 24 S OF RUSHVILLE | Pavement Improvement | $3,659,256 | |
| ILLINOIS | DAVENPORT-ROCK ISLAND-MOLINE (IA) | N OF 10TH AVE IN MILAN TO 0.1 MI N OF ILL 94 | Pavement Improvement | $3,636,748 |
| ILLINOIS | 0.1 MI S OF ILL 125 IN BEARDSTOWN TO MORGAN CO LINE | Pavement Improvement | $2,477,887 | |
| ILLINOIS | CHICAGO-NORTHWESTERN INDIANA (IN) | E OF I-355 (VETERAN'S TOLLWAY) TO WARWICK AVE | Pavement Improvement | $2,535,235 |
| ILLINOIS | Resurfacing on US 136 (Jackson Street) from west of Ward Street to west of Johnson Street in Macomb in McDonough County. | Pavement Improvement | $350,000 | |
| ILLINOIS | N OF ELKHORN ST TO SCL OF POLO | Pavement Improvement | $388,076 | |
| ILLINOIS | W OF MCLEAN ST IN GRIDLEY TO W OF I-55 | Pavement Improvement | $1,688,139 | |
| ILLINOIS | MOULTRIE CO LINE TO WASHINGTON ST IN TUSCOLA | Pavement Improvement | $2,570,726 | |
| ILLINOIS | 0.2 MI S OF ILL 113 TO 0.4 MI N OF I-55 | Pavement Improvement | $2,270,771 | |
| ILLINOIS | S OF I-55 TO 0.2 MI S OF ILL 116 | Pavement Improvement | $3,938,465 | |
| ILLINOIS | CHICAGO-NORTHWESTERN INDIANA (IN) | US 30/ILL 56 TO S OF PRAIRIE ST; (WB) RAMP TO ILL 47; PRAIRIE ST TO JERICHO RD; JERICHO RD TO KENDALL CO LINE | Pavement Improvement | $2,153,935 |
| ILLINOIS | 0.1 MI E OF BRUBAKER CREEK TRIB TO METCALF RD | Pavement Improvement | $756,845 | |
| ILLINOIS | E OF LOWE RD E OF KANKAKEE TO W OF ILL 1 (S) | Bridge Improvement | $248,217 | |
| ILLINOIS | ROCK CREEK (S BRANCH OF FORKED CREEK) | Bridge Improvement | $237,759 | |
| ILLINOIS | IL 17 - Bitiminous concrete resurfacing & aggregate wedges from east of Lowe Rd to west of IL 1 & IL17 intersection in Kankakee Co | Pavement Improvement | $2,897,008 | |
| ILLINOIS | GALT RD TO 0.1 MI E OF PROPHET RD W OF ROCK FALLS | Pavement Improvement | $884,511 | |
| ILLINOIS | CHICAGO-NORTHWESTERN INDIANA (IN) | WALNUT AVE TO PROSPECT AVE | Pavement Improvement | $811,241 |
| ILLINOIS | CHICAGO-NORTHWESTERN INDIANA (IN) | LEE/MONHEIN | Pavement Improvement | $989,731 |
| ILLINOIS | LOVERS LN NEAR WCL OF HARRISBURG TO ECL | New Construction | $14,121,445 | |
| ILLINOIS | CHICAGO-NORTHWESTERN INDIANA (IN) | TRIM CREEK | Pavement Improvement | $540,685 |
| ILLINOIS | CHICAGO-NORTHWESTERN INDIANA (IN) | WISCONSIN STATE LINE TO ILL 173 (KENOSHA ST) | Pavement Improvement | $523,886 |
| ILLINOIS | CHICAGO-NORTHWESTERN INDIANA (IN) | ILL 31 TO FOX RIVER | Pavement Improvement | $1,313,266 |
| ILLINOIS | CHICAGO-NORTHWESTERN INDIANA (IN) | E OF ILL 21 (MILWAUKEE AVE) TO W OF I-94 (TRI-STATE TOLLWAY) | Pavement Improvement | $1,145,733 |
| ILLINOIS | CHICAGO-NORTHWESTERN INDIANA (IN) | AT BNSF & UP RR 1.3 MI N OF ILL 38 & AT ILL 38 & KRESS CREEK 0.7 MI S OF ILL 38 & AT ABANDONED RR 0.6 MI S OF ILL 64 | Bridge Improvement | $912,972 |
| ILLINOIS | CHICAGO-NORTHWESTERN INDIANA (IN) | AT US 30 (JOLIET ST) | Pavement Improvement | $7,903,048 |
| ILLINOIS | Replace 2 structures carrying FAS 340 (CH 26) over unnamed streams located 5 miles southwest of Paxton in Ford County. | Bridge Replacement | $319,891 | |
| ILLINOIS | CHICAGO-NORTHWESTERN INDIANA (IN) | LEE ST TO DES PLAINES RIVER | Pavement Improvement | $1,435,199 |
| ILLINOIS | CHICAGO-NORTHWESTERN INDIANA (IN) | OVER I-90 (NORTHWEST TOLLWAY) | Bridge Improvement | $670,892 |
| ILLINOIS | CHICAGO-NORTHWESTERN INDIANA (IN) | ALMOND LN TO W OF MEACHAM RD & HIGGINS ROAD | Pavement Improvement | $1,700,000 |
| ILLINOIS | CHICAGO-NORTHWESTERN INDIANA (IN) | KRESS CREEK | Bridge Improvement | $397,956 |
| ILLINOIS | CHICAGO-NORTHWESTERN INDIANA (IN) | STONEY CREEK | Bridge Improvement | $645,881 |
| ILLINOIS | AT RIVER ST | Bridge Improvement | $476,279 | |
| ILLINOIS | CHICAGO-NORTHWESTERN INDIANA (IN) | ILL 47 TO ORCHARD RD & BLACKBERRY CREEK | Pavement Improvement | $1,064,533 |
| ILLINOIS | CHICAGO-NORTHWESTERN INDIANA (IN) | DEVON AVE TO ILL 19 (IRVING PARK RD) | Pavement Improvement | $1,648,211 |
| ILLINOIS | CHICAGO-NORTHWESTERN INDIANA (IN) | FOSTER ST TO TOUHY AVE | Pavement Improvement | $2,513,174 |
| ILLINOIS | CHICAGO-NORTHWESTERN INDIANA (IN) | CENTRAL AVE TO OLD ORCHARD RD | Pavement Improvement | $650,391 |
| ILLINOIS | CHICAGO-NORTHWESTERN INDIANA (IN) | 34TH ST TO 46TH ST & AT I-55 (STEVENSON EXPY) | Pavement Improvement | $1,750,000 |
| ILLINOIS | CHICAGO-NORTHWESTERN INDIANA (IN) | I-294 (TRI-STATE TOLLWAY) TO ILL 1 (HALSTED ST) | Pavement Improvement | $17,864,123 |
| ILLINOIS | CHICAGO-NORTHWESTERN INDIANA (IN) | I-355 (VETERANS MEMORIAL TOLLWAY) TO WILL-COOK RD | Pavement Improvement | $1,650,012 |
| ILLINOIS | CHICAGO-NORTHWESTERN INDIANA (IN) | WILL-COOK RD TO W OF US 45 | Pavement Improvement | $1,260,167 |
| ILLINOIS | CHICAGO-NORTHWESTERN INDIANA (IN) | DES PLAINES RIVER | Bridge Improvement | $606,126 |
| ILLINOIS | CHICAGO-NORTHWESTERN INDIANA (IN) | M L KING DR/22ND ST TO 0.3 MI W OF US 41 | Pavement Improvement | $3,037,064 |
| ILLINOIS | CHICAGO-NORTHWESTERN INDIANA (IN) | 0.05m of bridge deck and superstructure rehab of US 30 at IL 394 in the Village of Ford Heights in Cook County. | Bridge Improvement | $2,835,000 |
| ILLINOIS | Regrading existing roadway and the replacement of drainage structures on CH 1 Section 86-00075-00-AS | Pavement Improvement | $466,776 | |
| ILLINOIS | CHICAGO-NORTHWESTERN INDIANA (IN) | ILL 72 (HIGGINS RD) TO I-90 (NORTHWEST TOLLWAY) | Pavement Improvement | $2,000,000 |
| ILLINOIS | CHICAGO-NORTHWESTERN INDIANA (IN) | 87TH ST TO 99TH ST | Pavement Improvement | $1,374,077 |
| ILLINOIS | CHICAGO-NORTHWESTERN INDIANA (IN) | 87TH ST TO 91ST ST | Bridge Improvement | $500,000 |
Source: FDIC


--- layout: default title: deshank.in ---
I'm Deshank Baranwal, I code, I play piano and I read blogs. I also work at Google.


Click to select your color story
You already have that color!
Easy tiger! 10 colors at a time
For Safari: on desktop, press CMD + C to copy. On mobile, copy the codes below.
Colortime was made by Adrienne McDonnell


add two numbers
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value=''>
+
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two numbers added
+ =
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This website Copyright 2018 by Cley Faye where applicable. I don't own the GTLive name or anything related, I merely made this archive.
I am not responsible if the schedule is wrong, not updated, or send you in an alternative timeline.


Paper, Scissors, Rock
This is the game I developed after i finished the Codecademy tutorial of JavaScript.
For now, you are only able to play 1 Player game only, which means you play against your computer.
Click on each of the 3 images depending on your desired choice. When you make your choice, the computer chooses randomly paper, scissors or rock.
When, either you or the computer reaches the 3 trophies then the round is finished.
Step 1: Choose your avatar to start the game
Player 1: 0 Game Win
Player 1 choice:
Computer: 0 Game Win
Computer choice:


{% extends "admissions/application/form.html" %} {% load livewhale_api %} {% block music_track %} {% with form_app.track as field %} {% include "form_field.inc.html" %} {% endwith %} {% endblock %} {% block instrument %} {% with form_app.instrument as field %} {% include "form_field.inc.html" %} {% endwith %} {% endblock %} {% block timeline %} {% with form_app.timeline as field %} {% include "form_field.inc.html" %} {% endwith %} {% endblock %} {% block fellowships %} {% with form_app.fellowships as field %} {% include "form_field.inc.html" %} {% endwith %} {% endblock %} {% block scholarships %} {% with form_app.scholarships as field %} {% include "form_field.inc.html" %} {% endwith %} {% endblock %} {% block housing %} {% with form_app.housing as field %} {% include "form_field.inc.html" %} {% endwith %} {% endblock %} {% block audition %}
{% endblock audition %}


Wrapper Themes
A collection of themes (mostly by me)
Comedy World
Shirts
Adam Star Shirt
by JackTheVyonder2006
Adam Lab Coat
by AntiTrooperProductions UTTP
Adam Lab Coat/Simple Jacket - A Upper Body Mod for Comedy World
Info:
- Author: AntiTrooper
- Created: October 5th, 2020
- Includes instructions!
- Verified high-quality mod!
Description:
Works with Wrapper Offline and other LVMs built off of it. A Highly Requested shirt for the Adam model, now made a reality. No chains, no ties, no nothing!
Awful Caillou Shirt
by creepyjokes
Awful Caillou Shirt
Info:
- Author: creepyjokes
- Created: October 5th, 2020
- Includes instructions!
- Verified high-quality mod!
Description:
Here's that awful Caillou shirt attempt I did that originally was going to be added in FutureAnimate but decided to scrap and give out for everyone to use!!
Pants
Eve Jadoo Skirt
by Chinese Scout
Eve Jadoo Skirt
Info:
- Author: Chinese Scout
- Created: January 9th, 2021
- Includes instructions!
- Unverified. Report
Description:
This skirt is based on tv show Hello Jadoo. You know it's even colorable!
Props and Accessories
Characters
Greg |
Manny |
Rodrick |
Blank |
|---|
Featured Pages
Asset Store
Wrapper Downloads
Lil' Peepz
Back
You've reached the end. Check back later for more mods!


SLpM - Significant Strikes Landed per Minute
Str. Acc. - Significant Striking Accuracy
SApM - Significant Strikes Absorbed per Minute
Str. Def. - Significant Strike Defence (the % of opponents strikes that did not land)
TD Avg. - Average Takedowns Landed per 15 minutes
TD Acc. - Takedown Accuracy
TD Def. - Takedown Defense (the % of opponents TD attempts that did not land)
Sub. Avg. - Average Submissions Attempted per 15 minutes
| W/L | Fighter | Kd | Str | Td | Sub | Event | Method | Round | Time |
|---|---|---|---|---|---|---|---|---|---|
|
1 0 |
55 66 |
0 3 |
0 1 |
UFC Fight Night: Whittaker vs. Gastelum Apr. 17, 2021 |
S-DEC
|
3 |
5:00 |
||
|
0 1 |
93 131 |
1 0 |
0 1 |
UFC Fight Night: Waterson vs. Hill Sep. 12, 2020 |
SUB Rear Naked Choke |
3 |
3:57 |
||
|
0 0 |
62 29 |
1 0 |
0 0 |
UFC Fight Night: Blaydes vs. Dos Santos Jan. 25, 2020 |
U-DEC
|
3 |
5:00 |
||
|
0 0 |
96 68 |
0 0 |
0 0 |
UFC Fight Night: Jacare vs. Brunson 2 Jan. 27, 2018 |
S-DEC
|
3 |
5:00 |
||
|
0 0 |
40 47 |
0 2 |
0 1 |
UFC Fight Night: Chiesa vs. Lee Jun. 25, 2017 |
U-DEC
|
3 |
5:00 |
||
|
0 0 |
51 44 |
1 1 |
1 0 |
UFC Fight Night: Lewis vs. Abdurakhimov Dec. 09, 2016 |
U-DEC
|
3 |
5:00 |
||
|
0 0 |
72 92 |
3 1 |
0 0 |
Jan. 02, 2016 |
U-DEC
|
3 |
5:00 |


hrmread module¶
-
hrmread.
check_data_type
(time, voltage)¶ This function takes in the time and voltage arrays and ensures that the data type for every element is a float.
Parameters: time – Array of time values from .CSV file and returned in an array by read_ecg file
Parameters: voltage – Array of voltage values from .CSV file and returned in an array by read_ecg file
Returns: If a particular element in time or voltage is not a float, the function will raise “Error: Time vector is wrong data type”.
-
hrmread.
find_range
(time, voltage, peakthresh=0.9, basethresh=0.1)¶ This function is used to determine the range of what is considered a heartbeat. The peak and base thresholds have been set in order to use the toggle_peak_status variable to detect the time values where a beat occurs.
Parameters: - time – Time in seconds as output by the read_ecg function
- voltage – Voltage in volts as output by the read_ecg function
- peakthresh – User-inputted peak threshold value. Default is 0.9
- basethresh – User-inputted base threshold value. Default is 0.1
Returns: This function will return an array titled peak_vector with the
time values at which heart beats were detected.
-
hrmread.
main
(file)¶ This function is run when the hrmread.py file is run and reads the file, checks the data type of the time and voltage variables, and finds the time values at which a heartbeat occured.
Returns: This function will return the value of the csv_check variable, the data_type variable and the peak vector, which shows the time points at which a beat was detected
-
hrmread.
read_ecg
(file)¶ This function takes in ECG data from a CSV file inputted by the user, reads it and separates the data into time and voltage.
Parameters: file – A CSV file being tested by the user Returns: If the file is not a CSV, the function will raise “Error: File is not a .csv”. For CSV files, the function will return a separate time and voltage array with values extracted from the data file.


{% extends 'views/layout/main.html' %} {% block content %}
Select an item to purchase
The Art of Doing Science and Engineering is a reminder that a childlike capacity for learning and creativity are accessible to everyone.
Purchase — $20In The Making of Prince of Persia, on the 30th anniversary of the game’s release, Mechner looks back at the journals he kept from 1985 to 1993..
Purchase - $25Nadia Eghbal takes an inside look at modern open sourc and offers a model through which to understand the challenges faced by online creators.
Purchase - $28


"LAMECH "the strikerdown; the wild man. (1.) The fifth in descent from Cain. He was the first to violate the primeval ordinance of marriage(Genesis 4:18-24). His address to his two wives, Adah and Zillah (4:23, 24), is the only extant example of antediluvian poetry. It has been called“Lamech’s sword-song.” He was “rude and ruffianly,” fearing neither God nor man. With him the curtain falls on the race of Cain. We know nothing of his descendants. (2.) The seventh in descent from Seth, being the only son of Methuselah. Noah was the oldest of his several sons (Genesis 5:25-31; Luke 3:36).
"LAMECH "the strikerdown; the wild man. (1.) The fifth in descent from Cain. He was the first to violate the primeval ordinance of marriage(Genesis 4:18-24). His address to his two wives, Adah and Zillah (4:23, 24), is the only extant example of antediluvian poetry. It has been called“Lamech’s sword-song.” He was “rude and ruffianly,” fearing neither God nor man. With him the curtain falls on the race of Cain. We know nothing of his descendants.
(2.) The seventh in descent from Seth, being the only son of Methuselah.
Noah was the oldest of his several sons (Genesis 5:25-31; Luke 3:36).


Install¶
PyMzn can be installed via Pip:
pip install pymzn
or from the source code available on GitHub:
python setup.py install
Currently, PyMzn is developed and maintained in Python 3.5 with a porting to Python 2.7 at every release (the python2 branch does not always contain the most recent changes).
PyMzn requires the MiniZinc toolkit to be installed on your machine, along with
at least one solver. The easiest way to install MiniZinc is to download the
MiniZincIDE package, which
contains both the MiniZinc binaries and several solvers. After downloading the
package, make sure the executables are visible to PyMzn by either setting the
PATH environment variable or by configuring it using the pymzn.config
module.
Install libminizinc¶
The latest release of the MiniZinc toolkit can be found here:
Download and install the package on your system. After that you should insert the MiniZinc binary path into the PATH environment variable, or alternatively you can configure PyMzn to find the MiniZinc binaries (see Configuration).