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            "text": "May 2025",
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            "text": "Chicago Avenue & Waterman Drive Corridor Study",
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            "text": "For the Chicago Avenue and Waterman Drive intersection, further analysis was performed, considering that (1) the EB left/thru movements on Waterman Drive are expected to increase; (2) the stacking of the EB left/thru movement on Waterman Drive prohibits the EB right turning movement; and (3) two cyclist crashes have occurred at this intersection in 2022, or 20% of all crashes on Waterman Drive during the crash study period. A roundabout analysis was completed in SIDRA 9 to evaluate roundabout operations at the Chicago Avenue and Waterman Drive intersection.",
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            "text": "As shown in Table 6-4, the suboptimal queueing conditions of the EB movements in Table 6-3 is resolved with a proposed roundabout. Moreover, a roundabout would provide a safer condition for all transportation modes, considering the two crashes with bicyclists in 2022.",
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            "text": "Table 6-4: LOS, Delay and Queue Length Summary\n2034 Background Conditions\nChicago Avenue/ Waterman Drive Roundabout",
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            "text": "SIDRA CAPACITY ANALYSES - Delay, LOS, and Maximum Queue Length Summary\nBackground Weekday 2034\nChicago Avenue/Waterman Drive Roundabout",
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                    "text": "Intersection and Type of Control",
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                    "text": "Movement and Approach",
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                    "text": "Turn Lane Storage (ft)",
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                        "header_source": "heuristic"
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                    "text": "AM PEAK HOUR",
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                    "text": "PM PEAK HOUR",
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                    "text": "MIDDAY PEAK HOUR",
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                    "text": "Delay ¹ (sec/veh)",
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                        "col": 0,
                        "rowspan": 1,
                        "colspan": 1
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                    "text": "LOS ¹",
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                    "text": "HCS 95th Percentile Queue Length (ft)",
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                    "text": "HCS 95th Percentile Queue Length (ft)",
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                    "text": "Delay ¹ (sec/veh)",
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                    "text": "HCS 95th Percentile Queue Length (ft)",
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                    "text": "1. Chicago Avenue (N-S)",
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                    "text": "EB Approach",
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                    "text": "37.3",
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                    "text": "Roundabout",
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