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configuration C-1. 98 <br />Figure 51. The IR contours for Port Everglades intermodal facility and baseline train <br />configuration C-1. North is up. 100 <br />Figure 52. FN curve for the Port Everglades intermodal facility and baseline train <br />configuration C-1. 101 <br />Figure 53. The cumulative IR contours for the Bowden Yard for baseline train <br />configuration C-1. North is up. 103 <br />Figure 54. FN Curve for the Bowden Yard for baseline train configuration C-1. 104 <br />Figure 55. FN curve comparison for LNG ISOs and LPG rail car movement, for speeds <br />less than 25 mph for the anticipated highest population density along <br />FECR's rail. 107 <br />Figure 56. FN curve comparison for LNG ISOs and LPG rail car movement, for speeds <br />between 25 mph and 60 mph for the anticipated highest population density <br />along FECR's rail. 107 <br />Figure 57. Comparison of IR contours for the movement of LNG ISOs and LPG in the <br />Hialeah Yard. 109 <br />Figure 58. FN curve comparison for LNG ISOs and LPG train movements in the <br />Hialeah Yard. Note that Lift On/Lift Off was not considered for LPG; the <br />risk corresponds to only train movements in the yard. 110 <br />Figure 59. Comparison of FN curves for mainline train speeds less than 25 mph for <br />four train configurations. <br />113 <br />Figure 60. Comparison of FN curves for mainline train speeds between 25 mph and 60 <br />mph for seven train configurations. 115 <br />Figure 61. Composite aerial maps with Zone 3 contour depicted for Route 1 for the last <br />two maps including the Port of Miami. 121 <br />,306, 94.00, - 5691 iX <br />