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City of Oakland Bicycle Master Plan (2007): Citywide Feasibility Analysis Roadwayfrom to ID 1999 Exist

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City of Oakland Bicycle Master Plan (2007): Citywide Feasibility Analysis Roadwayfrom to ID 1999 Exist City of Oakland Bicycle Master Plan (2007): Citywide Feasibility Analysis RoadwayFrom To ID 1999 Exist. Prop. Length Cross- Varia- Curb-to- Median Median # NE # SW Road One- Parking Transit Transit Truck Peak Peak ADT Notes Class Class Class (miles) section tion curb Width Lanes Lanes Direction Way Routes Type Route Vol-NE Vol-SW 104th AveLink St International 195 342NS3 3A 0.48 TS2 N11 Y45O Blvd 105th AveInternational San Leandro St 197 3,03 2 0.52 T3 62CTL 18 1 1 NS Y 45O Partial reroute from 104th Ave to 105th Ave to take advantage of excess width on 105th Blvd Ave to accommodate bike lanes. 105th AveSan Leandro St Edes Ave 639 33 3A 0.24 TS2 40,30N11Y,Y145 NS O 106th AveFoothill Blvd Bancroft Ave 193 3423 3A 0.47 TS2 45 O 107th AveE St Apricot St 170 0 0 3B 0.02 Blvd --- New route added to avoid subway on San Leandro St at 105th Ave. 10th StClay St Washington St 348 344EWWB3 3A 0.07 WS1 N 1 0 Y2D1 --- 242 2,438 10th StMadison St Oak St 152 257EW0 2 0.07 T3 N 2 2 Y 59O 396 3,587 One block segment; volume data not available. Reconfigured to match adjoining segment on E 10th St. 10th StOak St 2nd Ave 492 257EW0 2 0.34 T2 N 1 1 Y 11, 62 M 12th St Lakeside Dr International 694 099EW0 2 0.42 T6 P0 R 15 3 3 N 13, 14, 15, 40, R Proposal as per 12th St reconstruction. Segment includes variable median width and reconstruction Blvd 40L, 43, 82, curbside parking (with wider ROW) in some areas. 82L, 801, 840 13th AvePark Blvd E 21st St 735 0 0 0 NA N 1 1NS Y 62* 497 649 8,794 Potential alternative to 14th Ave. 13th AveE 21st St E 19th St 676 0 0 3B 0.14 Blvd ---M 497 649 8,794 14th AveMacarthur Blvd E 33nd St 371 250NS0 2 0.11 T2 N11 Y11O 14th AveE 33rd St E 32nd St 759 250NS0 2 0.07 T2 N11 Y11O 14th AveE 32nd St E 31st St 419 222NSNB0 3A 0.06 WS1 P1 N 1 0 Y1 11O This one-way block will require a corresponding bikeway on E 32nd St (14th Ave to Beaumont Ave) and Beaumont Ave (E 32nd St to 14th Ave). 14th AveE 31st St E 19th St 420 266NS0 2 0.83 T2 R 5-8 2 2 Y 11, 14*M 26,292 ADT from speed survey data. Insufficient width for T4 cross-section. Lane reduction unlikely given available volume data. Poor connection to the 16th Ave bridge. 14th AveE 19th St E 15th St 421 20 3A 0.27 TS4 32/32SP 2 2 NS Y 11, 40*, 40L*, R 20,317 ADT from speed survey data. Insufficient width for bike lanes. Lane reduction unlikely 43* given available volume data. Poor connection to the 16th Ave bridge. 14th AveE 15th St International 422 272NS0 3A 0.05 TS4 R 8 2 2 Y 11O Insufficient width for bike lanes. Lane reduction unlikely given available volume data. Blvd Poor connection to the 16th Ave bridge. 14th AveInternational E 12th St 423 272NS0 2 0.08 T4 N 3 3 Y 11O Volume data unavailable. Blvd 14th StWood St Mandela Pkwy 768 052EW0 2 0.39 T2 N 1 1 Y 13O West of Peralta St, the curb-to-curb right-of-way narrows to 48'. 14th StMandela Pkwy Market St 424 284EW0 2 0.61 T4 R 17 2 2 Y 13, 14*M 283 265 6,166 14th St (Mandela Pkwy to Kirkham St) has no median and 66' ROW. 14th StMarket St Brush St 425 284EW0 2 0.14 T4 R 15 2 2 Y 13, 14M 648 269 8,265 14th StBrush St Jefferson St 617 256EW0 2 0.24 T3 N 2 2 Y 13, 14M 648 269 8,265 14th StJefferson St Lakeside Dr 618 252EW0 3A 0.73 TS3 N 2 2 Y 13, 14, 800*M 602 838 12,962 Insufficient width for T3 cross-section. 16th AveE 21st St Foothill Blvd 677 0 0 3B 0.29 Blvd --- 16th AveFoothill Blvd E 12th St 749 0 0 3B 0.22 Blvd 4-Dec-07 Page 1 of 28 RoadwayFrom To ID 1999 Exist. Prop. Length Cross- Varia- Curb-to- Median Median # NE # SW Road One- Parking Transit Transit Truck Peak Peak ADT Notes Class Class Class (miles) section tion curb Width Lanes Lanes Direction Way Routes Type Route Vol-NE Vol-SW 16th AveE 12th St Embarcadero 695 232NS0 2 0.29 T2 P0 N 1 1 N --- Existing 5' striped shoulders without bike lane stencils or signs. 16th StClay St Telegraph Ave 353 236WB0 3A 0.13 WS1 N 0 1 Y --- One block segment on slow street with significant double parking. 17th StClay St Telegraph Ave 352 240EWEB0 2 0.12 W2 P1 N 3 0 Y1 --- 1093 --- 9,260 1st AveFoothill Blvd International 693 054NS0 2 0.14 T4 P0 N 2 2 N 13, 14, 15, 40, R Proposal as per 12th St reconstruction. Blvd 40L, 43, 840 20th StSan Pablo Ave Broadway 628 3 3 3A 0.28 TS3 CTL 1 1EW Y 72, 72R, 72M, R Proposed cross-section as per Uptown development (San Pablo Ave to Telegraph Ave) 15, NL, 800*, and AC Transit transit mall (Telegraph Ave to Broadway). 802 20th StBroadway Franklin St 427 360EW3 3A 0.07 TS4 N 2 2 Y NL, 805, 11, R 556 594 10,428 Signage is limited from MLK to Telegraph and Bdwy to Harrison. 59, 805 20th StFranklin St Webster St 426 354EW3 2 0.05 T4 P0 N 2 2 N 11, 59, 805, R 556 594 10,428 Block includes lengthy right turn lanes in both directions (not included in the lane NL, 805 counts). Signage is limited from MLK to Telegraph and Bdwy to Harrison. 20th StWebster St Harrison St 344 388EW3 2 0.14 T4 P1 R 14 2 2 Y1 11, 59, 805, R 556 594 10,428 Signage is limited from MLK to Telegraph and Bdwy to Harrison. 3 turn lanes. NL, 805 21st AveE 30th St E 21st St 742 0 0 3B 0.58 Blvd 21st StFranklin St Webster St 673 040EW0 3A 0.05 TS2 N 1 1 Y --- New bikeway to connect the Webster/Franklin couplet. 22nd AveE 21st St Foothill Blvd 382 244NS0 3B 0.29 Blvd N 1 1 Y --- Residential street. 22nd AveFoothill Blvd E 12th St 428 260NS0 2 0.21 T3 N 2 2 Y --- Failed volume analysis on 22nd Ave (Foothill to E 12th) and 23rd Ave (E 12th to Kennedy). Retain for long-term connectivity. 23rd AveE 31st St E 30th St 728 240NS0 3A 0.12 TS2 N 1 1 Y 62 342 418 7,219 23rd AveE 30th St E 21st St 380 240NS0 0 0.64 NA N 1 1 Y 62M 342 418 7,219 Insufficient width for bike lanes. Rerouted to 21st Ave. 23rd AveE 21st St E 12th St 401 042NS0 0 NA N 1 1 Y 62M Considered but rejected in favor of the 22nd Ave connection proposed in the 1999 plan. 23rd AveE 12th St E 11th St 383 252NS0 2 0.28 T3 P0 N 2 2 N --- 1330 705 22,044 Failed volume analysis on 22nd Ave (Foothill to E 12th) and 23rd Ave (E 12th to Kennedy). Retain for long-term connectivity. 23rd AveE 11th St E 7th St 633 20 2 0.32 T2 P0 25,25SPL 2 2 NS N --- 1330 705 22,044 Overpass. Failed volume analysis on 22nd Ave (Foothill to E 12th) and 23rd Ave (E 12th to Kennedy). Retain for long-term connectivity. 23rd AveE 7th St Kennedy St 396 258NS0 2 0.13 T3 N 2 2 Y OXT 1330 705 22,044 Failed volume analysis on 22nd Ave (Foothill to E 12th) and 23rd Ave (E 12th to Kennedy). Retain for long-term connectivity. 23rd AveKennedy St 29th Ave 47 256NSSB2 2 0.12 W3 P1 N 0 3 Y1 50, OXM See Park St Triangle Study. 26th AveE 24th St Logan St 214 3 0 0 NA --- See slope analysis for Brooklyn Ave and E 24th St. 27th StSan Pablo Ave Harrison St 397 086EW0 2 0.89 T4 R 5 3 3 Y --- 707 684 11,782 New bikeway to take advantage of excess travel lanes. 29th Ave23rd Ave Ford St 48 046NSNB0 2 0.11 W2 N 2 0 Y 50, OXM See Park St Triangle Study. 29th AveFord St E 7th St 429 034NS0 2.1 0.10 T2 P1, B1 N 1 1 Y1 50M Bike lane in northbound direction only. 29th StWebster St Broadway 207 0 3 3B 0.04 Blvd 59O Added because of full street closure of Webster at Broadway/27th implemented as part of the Broadway Auto Row streetscape project. 2nd AveE 10th St E 15th St 391 3 3 0 0.28 NA --- Replaced by 1st Ave as per 12th St reconstruction project. 2nd StBrush St Oak St 29 244EW3 3A 0.94 TS2 N 1 1 Y 72R*, 72*, R Insufficient width for bike lanes. 72M* 4-Dec-07 Page 2 of 28 RoadwayFrom To ID 1999 Exist. Prop. Length Cross- Varia- Curb-to- Median Median # NE # SW Road One- Parking Transit Transit Truck Peak Peak ADT Notes Class Class Class (miles) section tion curb Width Lanes Lanes Direction Way Routes Type Route Vol-NE Vol-SW 32nd StWood St Market St 674 036EW0 3B 0.83 Blvd N 1 1 Y 14M Potential Bay Trail realignment (32nd/Wood/Beach/Halleck) as per Emeryville's bike/ped bridge proposal at Bay St.
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