Common use of Current and Forecasted Traffic Clause in Contracts

Current and Forecasted Traffic. Peak hour volumes for both AM and PM and average daily traffic (ADT) volumes for existing conditions and opening year and design year Build Alternative and No Build Alternative within the project limits are summarized in Table 4-2. 2 The TOAR qualitatively analyzed traffic conditions in the event that, due to funding and other constraints, the project opening year is 2026 instead of 2025, and subsequently the project design year is 2046 instead of 2045. See Sections 4.3.3.1 and 4.3.3.2, below. SB I-680: Between Alcosta and I-580 7,702 7,048 107,000 8,365 9,005 119,000 8,425 9,005 119,000 10,085 11,640 151,000 10,260 11,640 151,000 SB I-680: Between I- 580 and Stoneridge 5,080 5,618 81,000 5,900 6,315 89,000 5,950 6,335 89,000 6,795 8,240 112,000 6,995 8,330 112,000 SB I-680: Between Stoneridge and ▇▇▇▇▇▇ 5,099 5,965 76,000 5,535 6,645 84,000 5,585 6,665 84,000 6,310 8,520 105,000 6,510 8,610 105,000 SB I-680: Between Sunol and ▇▇▇▇▇▇▇ 5,530 5,396 77,000 7,045 5,885 83,000 7,070 5,905 83,000 8,025 7,205 100,000 8,140 7,295 100,000 SB I-680: Between ▇▇▇▇▇▇▇ and Calaveras 7,031 5,573 92,000 8,795 6,735 102,000 8,795 6,735 102,000 10,095 8,760 125,000 10,095 8,760 125,000 NB I-680: Between Alcosta and I-580 6,777 6,965 96,000 7,250 7,755 108,000 7,250 7,755 108,000 9,845 9,590 139,000 9,845 9,590 139,000 NB I-680: Between I- 580 and Stoneridge 5,310 6,500 89,000 5,850 7,115 98,000 5,850 7,140 98,000 7,390 8,300 119,000 7,390 8,435 119,000 NB I-680: Between Stoneridge and ▇▇▇▇▇▇ 4,637 4,549 80,000 5,640 5,935 88,000 5,640 5,965 88,000 7,115 6,850 107,000 7,115 7,005 107,000 NB I-680: Between Sunol and ▇▇▇▇▇▇▇ 4,608 4,687 72,000 5,145 5,215 80,000 5,145 5,305 80,000 6,665 6,260 100,000 6,665 6,305 100,000 NB I-680: Between ▇▇▇▇▇▇▇ and Calaveras 4,971 5,650 85,000 5,685 6,750 94,000 5,685 6,750 94,000 7,730 7,955 119,000 7,730 7,955 119,000 Source: ▇▇▇▇ & Peers 2019

Current and Forecasted Traffic. Peak hour volumes for both AM and PM and average daily traffic (ADT) volumes for existing conditions and opening year and design year Build Alternative and No Build Alternative within the project limits are summarized in Table 4-2. 2 The TOAR qualitatively analyzed traffic conditions in the event that, due to funding and other constraints, the project opening year is 2026 instead of 2025, and subsequently the project design year is 2046 instead of 2045. See Sections 4.3.3.1 and 4.3.3.2, below. SB I-680: Between Alcosta and I-580 7,702 7,048 107,000 8,365 9,005 119,000 8,425 9,005 119,000 10,085 11,640 151,000 10,260 11,640 151,000 SB I-680: Between I- 580 and Stoneridge 5,080 5,618 81,000 5,900 6,315 89,000 5,950 6,335 89,000 6,795 8,240 112,000 6,995 8,330 112,000 SB I-680: Between Stoneridge ▇▇▇▇▇▇▇▇▇▇ and ▇▇▇▇▇▇ 5,099 5,965 76,000 5,535 6,645 84,000 5,585 6,665 84,000 6,310 8,520 105,000 6,510 8,610 105,000 SB I-680: Between Sunol and ▇▇▇▇▇▇▇ 5,530 5,396 77,000 7,045 5,885 83,000 7,070 5,905 83,000 8,025 7,205 100,000 8,140 7,295 100,000 SB I-680: Between ▇▇▇▇▇▇▇ and Calaveras 7,031 5,573 92,000 8,795 6,735 102,000 8,795 6,735 102,000 10,095 8,760 125,000 10,095 8,760 125,000 NB I-680: Between Alcosta and I-580 6,777 6,965 96,000 7,250 7,755 108,000 7,250 7,755 108,000 9,845 9,590 139,000 9,845 9,590 139,000 NB I-680: Between I- 580 and Stoneridge 5,310 6,500 89,000 5,850 7,115 98,000 5,850 7,140 98,000 7,390 8,300 119,000 7,390 8,435 119,000 NB I-680: Between Stoneridge ▇▇▇▇▇▇▇▇▇▇ and ▇▇▇▇▇▇ 4,637 4,549 80,000 5,640 5,935 88,000 5,640 5,965 88,000 7,115 6,850 107,000 7,115 7,005 107,000 NB I-680: Between Sunol and ▇▇▇▇▇▇▇ 4,608 4,687 72,000 5,145 5,215 80,000 5,145 5,305 80,000 6,665 6,260 100,000 6,665 6,305 100,000 NB I-680: Between ▇▇▇▇▇▇▇ and Calaveras 4,971 5,650 85,000 5,685 6,750 94,000 5,685 6,750 94,000 7,730 7,955 119,000 7,730 7,955 119,000 Source: ▇▇▇▇ & Peers 2019