GPS Data Sample Clauses
GPS Data. The TCEQ recognizes that the PERFORMING PARTY may consider the information recorded and maintained by the tracking device to contain confidential trade secret information. Therefore, the TCEQ shall not release any of the information submitted to the TCEQ by the tracking device to any party outside TCEQ, except as required under the Public Information Act or other applicable law. The TCEQ shall inform the PERFORMING PARTY of any Public Information Act request for the information and refer the request to the Office of the Attorney General for a ruling on whether the information contains protected trade secret information. The TCEQ is not responsible for making arguments regarding trade secret status to the Attorney General, but the PERFORMING PARTY may do so.
GPS Data. The GPS logs were provided by the same devices and in the same way as in the Phase One test. Please refer to section 5.3.2 for detailed information on TSP logs.
GPS Data. GPS data were logged by the GeoStats In-Vehicle GeoLoggerTM system installed on transit coaches. GeoLogger can track up to 12 satellites and update data every second, with a position accuracy of 15 meters in root-mean-square (RMS). Thirteen GeoLoggers were installed on the test coaches. All the GeoLoggers were preset to record data every second when the vehicle speed exceeded 1.15 miles per hour. The following is an example of logged GPS data: The first field showed the working status of GPS. If the status was okay, the GeoLogger recorded an “A.” The next four fields were the coordinates of vehicle position shown in longitude and latitude. The fifth field showed time in the “hhmmss” format. The sixth field represented the date in the “ddmmyy” format. The seventh filed was the speed in miles per hour. The eighth field was the heading of the vehicle in degrees. The last two fields related to the satellite signal quality, showing Horizontal Dilution of Precision (HDOP) and number of satellites, respectively. To analyze position data more conveniently, we wrote a piece of MATLABTM code to transfer the positions from the longitude and latitude coordinate system into the ▇▇▇▇▇▇ coordinate system, defined for North American Datum (NAD) 1927 State Plane Washington North FIPS 4601.
GPS Data. The TCEQ recognizes that the PERFORMING PARTY may consider the information recorded and maintained by the tracking device to contain confidential trade secret information. The TCEQ will not release any of the information submitted to the TCEQ by the tracking device to any party outside the TCEQ, except as required under the Public Information Act or other applicable law. The information must be marked confidential for the TCEQ to withhold the information under the Public Information Act. The TCEQ shall inform the PERFORMING PARTY of any Public Information Act request for information marked confidential and refer the request to the Office of the Attorney General for a ruling on whether the information contains protected trade secret information. The TCEQ is not responsible for making arguments regarding trade secret status to the Attorney General; that is the responsibility of the PERFORMING PARTY
GPS Data. The T CEQ recognizes that PERFORMING PARTY may consider ihe information recorded and mainlained by the tracking device to contain confidential trade secret information. Therefore, the TCEQ shall not release any of the information submitted lo the TCEQ by the tracking device lo any parly outside the TCF.Q, except as required under the Public Information Act or other applicable law. The TCEQ shall inform PERFORMING PARTY of any Public Information Act request for the information and refer the request lo Ihe Office of the Attorney General for a ruling on whether Ihe informalion contains protected irade secret information. The TCEQ is not responsible for making arguments regarding irade secrcl slatus to the Attorney General, but PERFORMING PARTY may do so.
GPS Data. The developer/contractor is responsible for collecting all GPS points for features and locations outlined below:
1. The center of each fitting, valve, and fire hydrant
2. Water mains at deflection points and every 100 ft. along straight runs
3. The location of each connection to existing facilities
4. For projects that include the installation of service lines, GPS points will be required for all service line related corporation stops, valves (to include all curb stops), as well as any bends in between these features. This data shall be collected after the piping appurtenances are installed, but before the trench is backfilled. If it is decided to not collect GPS data while the trench is open, vertical risers pipes must be installed at each buried feature (i.e., valves, fittings, deflection points, etc.) and at every 100 ft. along the water main to allow collection of the GPS point at a later date.
