| Current Path : /proc/thread-self/root/home/ift/mails/34/ |
Linux ift1.ift-informatik.de 5.4.0-216-generic #236-Ubuntu SMP Fri Apr 11 19:53:21 UTC 2025 x86_64 |
| Current File : //proc/thread-self/root/home/ift/mails/34/1535385239.zrspam.345914_2018_08_27 |
From 37615-37385-4808-7640-christian.gabriel=ift-informatik.de@mail.bipcl4s.us Mon Aug 27 17:53:59 2018
Return-Path: <37615-37385-4808-7640-christian.gabriel=ift-informatik.de@mail.bipcl4s.us>
X-Original-To: cgabriel@ift-informatik.de
Delivered-To: cgabriel@ift-informatik.de
Received: by ift-informatik.de (Postfix, from userid 5555)
id 090C93D200AA1; Mon, 27 Aug 2018 17:53:59 +0200 (CEST)
Received: from localhost by h2486555.stratoserver.net
with SpamAssassin (version 3.4.0);
Mon, 27 Aug 2018 17:53:59 +0200
From: "The Instablade Knife" <support@bipcl4s.us>
To: <christian.gabriel@ift-informatik.de>
Subject: *****SPAM***** **Weird Little Knife Drives TSA Crazy [You Get One FREE]
Date: Mon, 27 Aug 2018 11:47:38 -0400
Message-Id: <2qjxrnskyim8dbl1-bkq5ptf6zuywowpu-9209-12c8@bipcl4s.us>
X-Spam-Checker-Version: SpamAssassin 3.4.0 (2014-02-07) on
h2486555.stratoserver.net
X-Spam-Flag: YES
X-Spam-Level: *********
X-Spam-Status: Yes, score=9.1 required=5.0 tests=BAYES_00,DKIM_SIGNED,
DKIM_VALID,DKIM_VALID_AU,HTML_FONT_LOW_CONTRAST,HTML_MESSAGE,
RAZOR2_CF_RANGE_51_100,RAZOR2_CF_RANGE_E8_51_100,RAZOR2_CHECK,
RCVD_IN_BL_SPAMCOP_NET,RCVD_IN_PSBL,RDNS_NONE,T_FRT_FREE,URIBL_BLOCKED,
URIBL_DBL_SPAM,URIBL_JP_SURBL autolearn=no autolearn_force=no version=3.4.0
MIME-Version: 1.0
Content-Type: multipart/mixed; boundary="----------=_5B841E97.63CE1A3D"
This is a multi-part message in MIME format.
------------=_5B841E97.63CE1A3D
Content-Type: text/plain; charset=iso-8859-1
Content-Disposition: inline
Content-Transfer-Encoding: 8bit
Spam detection software, running on the system "h2486555.stratoserver.net",
has identified this incoming email as possible spam. The original
message has been attached to this so you can view it or label
similar future email. If you have any questions, see
@@CONTACT_ADDRESS@@ for details.
Content preview: **Weird Little Knife Drives TSA Crazy [You Get One FREE] http://bipcl4s.us/7UMpXyiSWdnPTlh0Z7wGnCHqEcRXG5bbust4WKDWpB40B6Y_37615_37385
http://bipcl4s.us/AwSRfuVFqxFxpGSOhWeDSVKzU0V_KgQWsD6N4uexOWNL-J4_37615_37385
[...]
Content analysis details: (9.1 points, 5.0 required)
pts rule name description
---- ---------------------- --------------------------------------------------
0.0 URIBL_BLOCKED ADMINISTRATOR NOTICE: The query to URIBL was blocked.
See
http://wiki.apache.org/spamassassin/DnsBlocklists#dnsbl-block
for more information.
[URIs: bipcl4s.us]
1.3 RCVD_IN_BL_SPAMCOP_NET RBL: Received via a relay in bl.spamcop.net
[Blocked - see <http://www.spamcop.net/bl.shtml?192.210.201.81>]
2.7 RCVD_IN_PSBL RBL: Received via a relay in PSBL
[192.210.201.81 listed in psbl.surriel.com]
1.2 URIBL_JP_SURBL Contains an URL listed in the JP SURBL blocklist
[URIs: bipcl4s.us]
1.7 URIBL_DBL_SPAM Contains an URL listed in the DBL blocklist
[URIs: bipcl4s.us]
0.0 T_FRT_FREE BODY: ReplaceTags: Free
-1.9 BAYES_00 BODY: Bayes spam probability is 0 to 1%
[score: 0.0000]
0.0 HTML_MESSAGE BODY: HTML included in message
0.0 HTML_FONT_LOW_CONTRAST BODY: HTML font color similar or identical to
background
-0.1 DKIM_VALID Message has at least one valid DKIM or DK signature
0.9 RAZOR2_CHECK Listed in Razor2 (http://razor.sf.net/)
0.1 DKIM_SIGNED Message has a DKIM or DK signature, not necessarily valid
1.9 RAZOR2_CF_RANGE_E8_51_100 Razor2 gives engine 8 confidence level
above 50%
[cf: 100]
-0.1 DKIM_VALID_AU Message has a valid DKIM or DK signature from author's
domain
0.5 RAZOR2_CF_RANGE_51_100 Razor2 gives confidence level above 50%
[cf: 100]
0.8 RDNS_NONE Delivered to internal network by a host with no rDNS
The original message was not completely plain text, and may be unsafe to
open with some email clients; in particular, it may contain a virus,
or confirm that your address can receive spam. If you wish to view
it, it may be safer to save it to a file and open it with an editor.
------------=_5B841E97.63CE1A3D
Content-Type: message/rfc822; x-spam-type=original
Content-Description: original message before SpamAssassin
Content-Disposition: attachment
Content-Transfer-Encoding: 8bit
Received: from eagle.bipcl4s.us (unknown [192.210.201.81])
by ift-informatik.de (Postfix) with ESMTP id C9F4B3D200025
for <christian.gabriel@ift-informatik.de>; Mon, 27 Aug 2018 17:53:56 +0200 (CEST)
DKIM-Signature: v=1; a=rsa-sha1; c=relaxed/relaxed; s=k1; d=bipcl4s.us;
h=Mime-Version:Content-Type:Date:From:Reply-To:Subject:To:Message-ID; i=support@bipcl4s.us;
bh=51wvG4VHzSnpvUVNj/4LH3eGGlU=;
b=Hm6r+85aDDTM/uo1HlBNw1iwdWBSECZH7pjdG5muaOUScsmoyzgIE0CBEsvnrkRu3RSGI4TDw7ct
ggc7tVvYzfnumwnEA8X2TowOvqXOIQvvph+a1RZELykPoIY9e8jmhL2RYnNY3kCheIF/vPBy6YJ5
EaytS+cXAHe0G26Wibw=
DomainKey-Signature: a=rsa-sha1; c=nofws; q=dns; s=k1; d=bipcl4s.us;
b=ibjGDJlTweSeUU1Evp8MDfmEkL83JBKq3x+upJxi1FVGsUfrP/kErGsbAUKx80NmF5dECobtLqLJ
MKHibxcTSK8cnFHLae4WPH2TMTu0WG621VQd1GdNiW1w/zRxnfibYbwPn4pcejLZtx06eRQMlVv9
9WHIOLApgBXMM1SP/04=;
Mime-Version: 1.0
Content-Type: multipart/alternative; boundary="c97a4f2085f305fb0869fe6502eefae6_9209_12c8"
Date: Mon, 27 Aug 2018 11:47:38 -0400
From: "The Instablade Knife" <support@bipcl4s.us>
Reply-To: "The Instablade Knife" <contact@bipcl4s.us>
Subject: **Weird Little Knife Drives TSA Crazy [You Get One FREE]
To: <christian.gabriel@ift-informatik.de>
Message-ID: <2qjxrnskyim8dbl1-bkq5ptf6zuywowpu-9209-12c8@bipcl4s.us>
--c97a4f2085f305fb0869fe6502eefae6_9209_12c8
Content-Type: text/plain;
Content-Transfer-Encoding: 8bit
**Weird Little Knife Drives TSA Crazy [You Get One FREE]
http://bipcl4s.us/7UMpXyiSWdnPTlh0Z7wGnCHqEcRXG5bbust4WKDWpB40B6Y_37615_37385
http://bipcl4s.us/AwSRfuVFqxFxpGSOhWeDSVKzU0V_KgQWsD6N4uexOWNL-J4_37615_37385
Different types of asphalt concrete have different performance characteristics in terms of surface durability, tire wear, braking efficiency and roadway noise. In principle, the determination of appropriate asphalt performance characteristics must take into account the volume of traffic in each vehicle category, and the performance requirements of the friction course.Asphalt concrete generates less roadway noise than a Portland cement concrete surface, and is typically less noisy than chip seal surfaces. Because tire noise is generated through the conversion of kinetic energy to sound waves, more noise is produced as the speed of a vehicle increases. The notion that highway design might take into account acoustical engineering considerations, including the selection of the type of surface paving, arose in the early 1970s.With regard to structural performance, the asphalt behaviour depends on a variety of factors including the material, loading and environmental condition. Furthermore, the performance of pavement varies over time. Therefore, the long-term behaviour of asphalt pavement is different from its short-term performance. The LTPP is a research program by the FHWA, which is specifically focusing on long-term pavement behaviourAsphalt deterioration can include crocodile cracking, potholes, upheaval, raveling, bleeding, rutting, shoving, stripping, and grade depressions. In cold climates, frost heaves can crack asphalt even in one winter. Filling the cracks with bitumen is a temporary fix, but only proper compaction and drainage can slow this process.Factors that cause asphalt concrete to deteriorate over time mostly fall into one of three categories: construction quality, environmental considerations, and traffic loads. Often, damage results from combinations of factors in all three categories.Construction quality is critical to pavement performance. This includes the construction of utility trenches and appurtenances that are placed in the pavement after construction. Lack of compaction in the surface of the asphalt, especially on the longitudinal joint can reduce the life of a pavement by 30 to 40%. Service trenches in pavements after construction have been said to reduce the life of the pavement by 50%, mainly due to the lack of compaction in the trench, and also because of water intrusion through improperly sealed joints.Environmental factors include heat and cold, the presence of water in the subbase or subgrade soil underlying the pavement, and frost heaves.High temperatures soften the asphalt binder, allowing heavy tire loads to deform the pavement into ruts. Paradoxically, high heat and strong sunlight also cause the asphalt to oxidize, becoming stiffer and less resilient, leading to crack formation. Cold temperatures can cause cracks as the asphalt contracts. Cold asphalt is also less resilient and more vulnerable to cracking.Water trapped under the pavement softens the subbase and subgrade, making the road more vulnerable to traffic loads. Water under the road freezes and expands in cold weather, causing and enlarging cracks. In spring thaw, the ground thaws from the top down, so water is trapped between the pavement above and the still-frozen soil underneath. This layer of saturated soil provides little support for the road above, leading to the formation of potholes. This is more of a problem for silty or clay soils than sandy or gravelly soils. Some jurisdictions pass frost laws to reduce the allowable weight of trucks during the spring thaw season and protect their roads.
--c97a4f2085f305fb0869fe6502eefae6_9209_12c8
Content-Type: text/html;
Content-Transfer-Encoding: 8bit
<html>
<head>
<title></title>
</head>
<body><a href="http://bipcl4s.us/4qA6aGyFBy9ZoHHyILnwlTleEtdT7qpAZPysmY3GapcM6lRT_37615_37385"><img src="http://bipcl4s.us/7546cb73aa78703d47.jpg" /><img height="1" src="http://www.bipcl4s.us/ktdnQPhNaXDI6oigygSNnsYZ5078jBK0V1Ds1Ky8KcWlGva6_37615_37385" width="1" /></a><br />
<table width="500">
<tbody>
<tr>
<td align="center"><a href="http://bipcl4s.us/7UMpXyiSWdnPTlh0Z7wGnCHqEcRXG5bbust4WKDWpB40B6Y_37615_37385"><img src="http://bipcl4s.us/67d57f8bc1683908b8.jpg" /></a></td>
</tr>
<tr>
<td style="font-size:18px;margin-left:20px">Dear Patriot,<br />
<br />
<a href="http://bipcl4s.us/7UMpXyiSWdnPTlh0Z7wGnCHqEcRXG5bbust4WKDWpB40B6Y_37615_37385" style="font-weight:bold;color:#C60402">The TSA is saying [this little knife] is making them crazy? </a><br />
<center><a href="http://bipcl4s.us/7UMpXyiSWdnPTlh0Z7wGnCHqEcRXG5bbust4WKDWpB40B6Y_37615_37385"><img src="http://bipcl4s.us/93a754f28eec9b38f2.jpg" /></a></center>
<br />
<br />
<a href="http://bipcl4s.us/7UMpXyiSWdnPTlh0Z7wGnCHqEcRXG5bbust4WKDWpB40B6Y_37615_37385"><b>>> See It Closer Up Here << </b></a><br />
<br />
Why?<br />
<br />
Because... they can't notice them.<br />
<br />
Our friends at Survival Life are giving away <strong>8000 FREE</strong> credit card knives as their way of saying thanks to those blue rubber glove lovers slowing us down at airports everywhere.<br />
<br />
<a href="http://bipcl4s.us/7UMpXyiSWdnPTlh0Z7wGnCHqEcRXG5bbust4WKDWpB40B6Y_37615_37385"><b>[All you have to do to claim yours is click here now.] </b></a><br />
<br />
If you haven't seen one of these they are really cool. It's a REAL knife that folds up into a credit card that fits in your wallet or pocket.<br />
<br />
For FREE, you gotta get one just to show off to your friends.<br />
<br />
<a href="http://bipcl4s.us/7UMpXyiSWdnPTlh0Z7wGnCHqEcRXG5bbust4WKDWpB40B6Y_37615_37385"><b>>> Click here to claim yours now << </b></a><br />
<h3>Brian McGee</h3>
<strong>P.S.</strong> This credit card knife was even featured in the <a href="http://bipcl4s.us/7UMpXyiSWdnPTlh0Z7wGnCHqEcRXG5bbust4WKDWpB40B6Y_37615_37385"><b>news</b></a>:<br />
<div style="text-align: center;"><span style="font-size:20px;"><a href="http://bipcl4s.us/7UMpXyiSWdnPTlh0Z7wGnCHqEcRXG5bbust4WKDWpB40B6Y_37615_37385" style="text-decoration:none;color:#FF0000;font-size:20px;"><b><span style="background-color:#FFFF00;">>>>[Click here to get yours F R E E]<<<</span> </b></a></span></div>
</td>
</tr>
</tbody>
</table>
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<p style="font-size:10px; color:#ffffff">Different types of asphalt concrete have different performance characteristics in terms of surface durability, tire wear, braking efficiency and roadway noise. In principle, the determination of appropriate asphalt performance characteristics must take into account the volume of traffic in each vehicle category, and the performance requirements of the friction course.Asphalt concrete generates less roadway noise than a Portland cement concrete surface, and is typically less noisy than chip seal surfaces. Because tire noise is generated through the conversion of kinetic energy to sound waves, more noise is produced as the speed of a vehicle increases. The notion that highway design might take into account acoustical engineering considerations, including the selection of the type of surface paving, arose in the early 1970s.With regard to structural performance, the asphalt behaviour depends on a variety of factors including the material, loading and environmental condition. Furthermore, the performance of pavement varies over time. Therefore, the long-term behaviour of asphalt pavement is different from its short-term performance. The LTPP is a research program by the FHWA, which is specifically focusing on long-term pavement behaviourAsphalt deterioration can include crocodile cracking, potholes, upheaval, raveling, bleeding, rutting, shoving, stripping, and grade depressions. In cold climates, frost heaves can crack asphalt even in one winter. Filling the cracks with bitumen is a temporary fix, but only proper compaction and drainage can slow this process.Factors that cause asphalt concrete to deteriorate over time mostly fall into one of three categories: construction quality, environmental considerations, and traffic loads. Often, damage results from combinations of factors in all three categories.Construction quality is critical to pavement performance. This includes the construction of utility trenches and appurtenances that are placed in the pavement after construction. Lack of compaction in the surface of the asphalt, especially on the longitudinal joint can reduce the life of a pavement by 30 to 40%. Service trenches in pavements after construction have been said to reduce the life of the pavement by 50%, mainly due to the lack of compaction in the trench, and also<a href="http://bipcl4s.us/4qA6aGyFBy9ZoHHyILnwlTleEtdT7qpAZPysmY3GapcM6lRT_37615_37385"><img src="http://bipcl4s.us/7546cb73aa78703d47.jpg" /><img height="1" src="http://www.bipcl4s.us/ktdnQPhNaXDI6oigygSNnsYZ5078jBK0V1Ds1Ky8KcWlGva6_37615_37385" width="1" /></a> because of water intrusion through improperly sealed joints.Environmental factors include heat and cold, the presence of water in the subbase or subgrade soil underlying the pavement, and frost heaves.High temperatures soften the asphalt binder, allowing heavy tire loads to deform the pavement into ruts. Paradoxically, high heat and strong sunlight also cause the asphalt to oxidize, becoming stiffer and less resilient, leading to crack formation. Cold temperatures can cause cracks as the asphalt contracts. Cold asphalt is also less resilient and more vulnerable to cracking.Water trapped under the pavement softens the subbase and subgrade, making the road more vulnerable to traffic loads. Water under the road freezes and expands in cold weather, causing and enlarging cracks. In spring thaw, the ground thaws from the top down, so water is trapped between the pavement above and the still-frozen soil underneath. This layer of saturated soil provides little support for the road above, leading to the formation of potholes. This is more of a problem for silty or clay soils than sandy or gravelly soils. Some jurisdictions pass frost laws to reduce the allowable weight of trucks during the spring thaw season and protect their roads.</p>
<a href="http://bipcl4s.us/ID3lZ39gCGwexqr1glgsUX9leOruVnQbUgP7jpmBBw5zh-A_37615_37385"><img src="http://bipcl4s.us/e173d3433e17529999.jpg" /></a></body>
</html>
--c97a4f2085f305fb0869fe6502eefae6_9209_12c8--
------------=_5B841E97.63CE1A3D--