Reso 2007-1103 - Laserfiche WebLink

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r The video image shall be clear, focused, and relatively free from roll, static, or other image distortion qualities that would prevent the reviewer from evaluating the condition of the pipe. The video will include identification before each section of pipe filmed. The identification will include the project number, the structure number corresponding to the structure number on the set of plans for the project, size of pipe, the date and time, and indicate which pipe is being filmed if multiple pipes are connected to the structure. Notes should be taken during the video recording process. Provide the Engineer with copies of these notes along with the video. Move the camera through the pipe at a speed not greater than 30 feet per minute [10 meters per minute]. Mark the video with the distance down the pipe. The distance shall have an accuracy of one foot per 100 feet [300 mm in 328 meters]. Stop the camera and pan when necessary to document defects. Film the entire circumference at � each joint. 430 -4.8.2 Mandrels: Use mandrels which are rigid, nonadjustable, odd- numbered legged (minimum 9 legs) having a length not less than its nominal diameter. The diameter at any point shall not be less than the allowed percent deflection of the certified actual mean diameter of the pipe being tested. The mandrel shall be fabricated of metal, fitted with pulling rings at each end, stamped or engraved on some segment other than a runner with the nominal pipe size and mandrel outside diameter. D 449 PRECAST CONCRETE DRAINAGE PRODUCTS. (REV 5- 29 -03) (FA 10- 23 -03) (7 -04) ARTICLE 449 -1 (Page 411). The fourth and fifth paragraphs are deleted and the following substituted: Obtain precast concrete pipes from a plant that is currently on the Department's list of qualified precast concrete pipe plants and meet the requirements of Section 6.2 of Materials Manual which is available at the following URL: www. dot. state. fl. us / specificationsoffice /materialsmanual /section62.pdf . Obtain precast drainage structures from a plant that is currently on the Department's list of qualified precast drainage structures plants and meet the requirements of Section 6.3 of the Materials Manual which is available at the following URL: www. dot. state .fl,us /specificationsoffice /materialsmanual /section63.pdf ARTICLE 449 -5 (Pages 414 and 41 5) is deleted and the following substituted: 449 -5 Fiber Reinforced Concrete Pipe. 449 -5.1 Special Requirements for Fiber Reinforced Concrete Pipe: Use fiber reinforced concrete pipe meeting the requirements of ASTM C 1450. Use only pipes that are properly marked. Use pipe meeting the applicable material requirements set forth in 449 -2. In addition, fiber reinforced concrete pipe must be designated Class S, Class I, Class II, Class III or Class IV. The corresponding strength requirements are given in the following table: March 2007 01000 -113 03- 4122.D -, "�