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Traffic Impact Assessment Studies

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Traffic Impact Assessment Studies 9/20/2019 Traffic Impact Studies Road Geometrics Road Connectivity Parking Before Speed Traffic Impact Assessment Studies Const Traffic Traffic Volume V/C & LoS for Flow Logistics Addition Trucks Modified (const materials) Proposed Commercial Development scenario After During Requirements for of V/C & Const Const operation at LoS TIA Impact in V/C & Mahadevapura Village, K R Puram Impact LoS Changed Hobli, Bangalore. Scenario if any for Traffic data from tpt. dept Traffic reduction Projection Mathematical Modeling in V/C IRC Method for Projection &LoS Projected Traffic Traffic Mgm V/C & LoS measure Google map Location Plan Project Site Site Plan Road Geometric Scenario ROW Road (m) Surface Street Road CW Drainage Remarks Condition lights (m) Marking Signs Lanes 24 Sign boards Goshala Road 14 Good A A A NA should be (4 lanes undivided) 4 installed. 45 Sign boards 6 m should be MCW, installed. ORR Faded 2-lanes divided SR, (8+8) SR Good A A A There is no 2-lanes MCW out (2+2) SR, connectivity 2-lanes to elevated MCW road Note: A – Available NA – Not Available 1 9/20/2019 Road Connectivity For the present project the elevated fly over will join the ground level and about 160 The Project is located along Goshala Road, having Row of 24 m facilitating 4-lanes m from the entry and exit of the project. This will facilitate the vehicles to move for due to less traffic and connects one side to ORR service road and another to other side of the road after changing the direction. Graphite India Road. Between the two elevated roads is 6 m lanes at the ground level exists which was The existing traffic along Goshala road is manageable due to low volume and planned earlier for BRT system. Due to many reason BRTs is shelved and instead of hence road is not divided in spite the width can accommodate (2+2) lanes. that an elevated road with two tier mode of transportation covering 10-lanes is Since the road connects to two busy roads namely Outer Ring Road as well as proposed. graphite India road, thee two roads are proposed for various traffic management In addition to this Government understood the strong need for mass transportation schemes as well as widening etc. system and accordingly metro link is coming up connecting Marathahalliside metro Presently all type of vehicles except buses will move on this road and this acts as a to ITPL and as well as Biyappanahalli. link road connectingORR to Graphite India Road. The overall RoW includes CW of 6 m for BRT, (8+8) m SR, (6.5+6.5) m area ORR is having ROW 45 m, (2+2) SR lanes divided road which connects to separator on either side, (3+3) m FCD on either side of the road. Marathahalli on one side and K R Puram on other side of the road. The project can also be accessed from other places such as The trough traffic will move over the Flyover and connected to the ground level at Marathahalli, HAL, Kadubisanahalli, Bellandur,Panathur,K R Puram etc. many places for the convince of local traffic to join or exit from the elevated portion. Speed spectrum for the study road (kmph) ORR Service road (2 lanes) ORR Service road (2 lanes) 2wh 3wh 4wh Buses/Trucks M.Bus/TT Road Max Min Max Min Max Min Max Min Max Min To Marathalli To Marathahalli To K R Puram Goshala Road 45 42 21 20 42 38 27 22 30 26 (2+2 LANES) KR Puram 39 35 31 21 69 42 29 23 33 26 BRT (1+1 lane) BRT (1+1 lane) (SR) ORR Marathah 38 34 29 22 65 45 27 21 31 25 alli(SR) ORR - BRT 48 44 25 22 45 41 30 25 35 29 Real time traffic scenario along Goshala Road Vehicle Composition and Traffic flow distribution along (4 lanes undivided) Goshala Road (4 lanes undivided) Buses/ M Bus/ Time 2Wh 3Wh 4Wh Total V/C Buses/ TT Lorries TT Lorries 2% 7% 2Wh 7.00-8.00 am 251(126) 22(17) 211(211) 18(54) 12(24) 514(431) 0.10 43% 8.00-9.00 4Wh 358(179) 34(26) 244(244) 29(87) 14(28) 679(564) 0.13 40% 9:00-10:00 408(204) 71(53) 357(357) 67(201) 19(380 922(853) 0.19 3Wh 8% 10:00-11:00 310(155) 43(32) 308(308) 35(105) 25(50) 721(650) 0.15 2000 4:00-5:00 pm 292(146) 15(11) 253(253) 23(69) 13(26) 596(505) 0.11 1600 5:00-6:00 384(192) 52(39) 295(295) 41(123) 16(32) 788(681) 0.15 1200 853 938 650 681 719 800 564 505 6:00-7:00 435(218) 82(62) 398(398) 75(225) 18(36) 1008(938) 0.21 PCU's/hr 431 400 7:00-8:00 325(163) 67(50) 322(322) 54(162) 11(22) 779(719) 0.16 0 7.00-8.00 am 8.00-9.00 9:00-10:00 10:00-11:00 4:00-5:00 pm 5:00-6:00 6:00-7:00 7:00-8:00 Note: The highest peak observed is 938 PCU’s/hr as per IRC-106:1990 during 6.00 pm to 7.00 pm Timing 2 9/20/2019 Variation of V/C over Study Period along Goshala Road Existing Traffic Scenario for Study road (4 lanes undivided) 0.50 Road V C Existing V/C LOS Goshala Road 938 4400 0.21 B 0.40 (4-lanes Undivided) KR Puram (SR) 1432 2200 0.65 D ORR 0.30 Marathahalli(SR) 1388 2200 0.63 D 0.21 V/C 0.19 0.20 0.15 0.15 0.16 0.13 0.10 0.11 V/C LOS Performance 0.10 0.0 - 0.2 A Excellent 0.2 - 0.4 B Very Good V= Volume in PCU’s/hr 0.00 0.4 - 0.6 C Good 7.00-8.00 am 8.00-9.00 9:00-10:00 10:00-11:00 4:00-5:00 5:00-6:00 6:00-7:00 7:00-8:00 & pm 0.6 - 0.8 D Fair/Average C= Capacity in Time 0.8 - 1.0 E Poor PCU’s/hr LOS = Level of Service 1.0& Above F Very Poor During Construction PARKING LOGISTICS . The addition of 15 Lorries per day carrying construction material do not change any Parking Required significantly the traffic flow. Hence OK. Sl. No. Particulars Car parking required Nos. V/C during construction (Lorries) = 0.21, 0.65, 0.63, 0.64 ,0.46 & 0.49 . 1 Commercial Building 2628 . The present level of service will remain “B, D, D, D, C & C” along Goshala road, (1car per 50 sqm area) Outer Ring Road towards K R Puram and Marathahalli service roads. Total 2628 . Number of trucks coming to the site (Off peak hours) . Day time –10 no’s Night time – 5 no’s Parking Provided . The addition do not make any significant change for traffic movement at any given time. Total car parking provided – 2630 No’s. Vehicles carrying construction materials will be well covered to prevent any spillage. Vehicles hired for construction material will be in good condition and conforms to noise and air emission standards. Vehicles will operate only during non peak hours. Parking Flow Logistics Cont… i.e., 45% x 1057 = 476 PCU’s/shift/hr moves along Goshala road towards Since the activity is Commercial, the ingress & egress of vehicles will Graphite India road (Kundalahalli). move from & to the Project between 8:00am to 11:00am as ingress & 55% x 1057 = 581 PCU’s/shift/hr move along Goshala road towards 6:00pm to 9:00pm as egress. outer ring road. Total traffic generated from this project = 2630 PCU’s. Being an IT/BT commercial project their will be 4 shifts generally 581 PCU’s/shift/hr move along Goshala road towards Outer Ring Road. will be operated through out the day 6:00 am to 2:00 pm, 2:00pm to i.e , 30% X 581 = 174 PCU’s/shift/hr Will move along Outer Ring 10:00 am and 10:00 pm to 6:00 am apart from general administrative Road towards shifts, number of vehicles per shifts will be 877/ Shifts. K R Puram. Due to the flexible timing of arrival and departure pattern, the arrival 70% X 581= 407 PCU’s/shift/hr will move along Outer Ring Road and departure will be distributed for 3 hours and for each hour the towards Marathahalli. vehicles arrival or departure will be 877/3=292PCU’s/Shift/hr. The vehicles generated from the project site will first exit to the Goshala road. 3 9/20/2019 Modified V/C and LOS after adding generated traffic to existing Projected traffic for next three years based on individual vehicular traffic growth as per IRC : 37-2001 (Exponential Growth is considered) Mini Vehicle Existing Modified 2Wh 3Wh 4Wh B/L Buses/ Type Road TT Total V C V/C LOS V V/C LOS Road % 8.95 13.9 6.26 7.71 1.1 Goshala Road 938+1057 = Growth 938 4400 0.21 B 0.45 C (4-lanes Undivided) Goshala Road 1995 121(91) 478(478) 94(281) 19(37) 1274(1168) (4-lanes Undivided) 563(281) KR Puram 1432 2200 0.65 D 1432 0.65 D KR Puram (SR) 1080(540) 108(81) 842(842) 107(322) 26(52) 2163(1837) ORR (SR) Marathahalli( 1388+407 = ORR 1388 2200 0.63 D 0.81 E Marathahalli(S SR) 1795 120(90) 854(854) 76(229) 21(41) 2086(1722) R) 1015(508) Modified V/C and LOS Changed Scenario-1 After Namma METRO alignment extension from K R Puram to Whitefield.
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