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The Transportation Security Administration (TSA) is the agency within the US Department of Homeland Security responsible for the security nation s transportation systems, including civil aviation The TSA was formed in 2001 in response to the terrorist attacks of September 11, 2001 In 2003, the TSA moved from the Department of Transportation to become part of the newly formed Department of Homeland Security The TSA is led by an administrator appointed by the President With the formation of the TSA, all federal regulations pertaining to the security of the civil aviation system were moved from Title 14 of the Code of Federal Regulations to Title 49 Transportation, and have become commonly known as Transportation Security Regulations (TSRs) TSRs of specific importance to airport planners are those within Subsection C of the TSRs including 49 CFR Part 1500: Applicability, Terms, and Abbreviations 49 CFR Part 1510: Passenger Civil Aviation Security Service Fees 49 CFR Part 1540: Civil Aviation Security: General Rules 49 CFR Part 1542: Airport Security 49 CFR Part 1544: Aircraft Operator Security: Air Carriers and Commercial Operators 49 CFR Part 1546: Foreign Air Carrier Security 49 CFR Part 1550: Aircraft Security under General Operating and Flight Rules Since 2001, the focus of the TSA has been on airport and commercial aviation security In the future, it is expected that the TSA will further expand its regulatory role in air cargo and general aviation security, as well as into other modes of transportation, such as transit, rail, shipping, and the nation s highways More information on the TSA may be found at its website at http://wwwtsagov

The CBR test expresses an index of the shearing strength of soil Essentially the test consists of compacting about 10 lb of soil into a 6-in-diameter mold, placing a weight, known as a surcharge, on the surface of the sample, immersing the sample in water for 4 days, and penetrating the soaked sample with the steel piston approximately 2 in in diameter at a specified rate of loading The resistance of the soil to penetration, expressed as a percentage of the resistance for a standard crushed limestone, is the CBR value for the soil Thus, a CBR of 50 means that the stress necessary for the surcharge to penetrate the soil sample a specified distance is one-half that required for the surcharge to penetrate the same distance in the standard crushed limestone The relationship is usually based on a penetration of the piston of 01 in with 1000 lb/in2 used as the stress required to penetrate the crushed limestone at 01 in penetration As illustrated in Table 7-3, soils range in CBR values from relatively weak fine-grained and highly organic soils with CBR values as low as 3, to wide-grained coarse soils with CBR values as high as 80 (although CBR testing has been found to be somewhat inaccurate for very gravelly soils, and for application a CBR value of no higher of 50 should be applied)

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One of the things that drives webmasters crazy is the fact that getting the ball rolling and building up a user base is very hard, but the more users you have the easier it is to get more Why One answer has to be that people don t want to feel alone on a web site So what better way to reassure them than to display the number of users currently using your web site And that s what this plug-in will do for you: It lists the total number of people who have used your web site within a recent period decided by you Of course, at times when you don t have many active users you may want to disable this plug-in, or maybe increase the time span during which a visitor is considered recent But if you do have a few visitors online, discretely displaying the number in a sensible place will reassure them that your web site has something going on Figure 8-1 shows a web page with five active users

The modulus subgrade of reaction, or k value of the subgrade is determined by what is known as a field plate bearing test This test consists of applying loads by means of a hydraulic jack through a jacking frame on to a steel plate 30 in in diameter on the soil By loading the plate, a load-versus-deformation curve is obtained The k value is determined to be the pressure required to produce a unit deflection of the pavement foundation, measured in pounds per cubic inch k values range from less than 150 (considered very poor ) to more than 300 (considered very good ) In general, the greater the coarseness of the soil, the higher k value and the less deflection for a given loading can be expected

This plug-in reports the number of users who have recently been active It takes these arguments: $datafile A string containing the location of a file for storing the data $seconds The period of time, in seconds, during which a recent user is considered active

Major Divisions (1) (2)

Name (4) Gravel or sandy gravel, well graded Gravel or sandy gravel, poorly graded Gravel or sandy gravel, uniformly graded Silty gravel or silty sandy gravel

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