14
Figure J-1 I-44 Corridor (EC-1780) 2016 Raw Traffic Volumes Existing Configuration MATCHLINE A S Union Ave. S9 th St. W 51 st St. S 33 rd W Ave. S 33 rd W Ave. W 55 th Pl. W 56 th Pl. W 51 st St. Gilcrease Expy. 244 44 44 V7 EB 98 (90) [1098] AM PM Daily Date: Aug. 16-17, 2016 V6 EB 10 (57) [138] AM PM Daily Date: Aug. 16-17, 2016 C1 NB 1095 (737) [9788] 9% 5% 6% AM PM Daily T (AADT) T (DHV) T3 Date: Aug. 16-17, 2016 C9&10 NB 2403 (1923) [26,344] 15% 10% 13% AM PM Daily T (AADT) T (DHV) T3 Date: Aug. 16-17, 2016 SB 1533 (2783) [27,108] 16% 9% 13% C2 SB 1097 (723) [9730] 9% 5% 6% AM PM Daily T (AADT) T (DHV) T3 Date: Aug. 16-17, 2016 V4 SB 68 (100) [919] AM PM Daily Date: Aug. 16-17, 2016 V2 WB 65 (71) [721] AM PM Daily Date: Aug. 16-17, 2016 V3 WB 26 (36) [280] AM PM Daily Date: Aug. 16-17, 2016 V5 WB 440 (859) [8124] AM PM Daily Date: Aug. 16-17, 2016 SP10 NB 1074 (656) [9418] 71 mph 69 mph 69 mph AM Avg. Speed Date: Aug. 16-17, 2016 AM PM Daily PM Avg. Speed ADT Avg. Speed SB 563 (1257) [9951] 69 mph 68 mph 67 mph SP3&4 EB 2698 (2093) [27,872] 62 mph 63 mph 62 mph AM Avg. Speed Date: Aug. 16-17, 2016 AM PM Daily PM Avg. Speed ADT Avg. Speed WB 1451 (2743) [28,075] 64 mph 62 mph 63 mph C11 EB 68 (104) [961] 14% 5% 6% AM PM Daily T (AADT) T (DHV) T3 Date: Aug. 16-17, 2016 WB 52 (82) [825] 14% 5% 5% V8 EB 170 (237) [2743] AM PM Daily Date: Aug. 17-18, 2016 WB 124 (266) [2968] 18 (18) [18] Legend PM Peak Hour Volume AM Peak Hour Volume Daily (ADT) Volume 24Hour Volume Count 24Hour Video Classification Count 24Hour Speed Count 24Hour Tube Classification Count TM# 24Hour Turning Movement Count March 2017

I-44 Corridor (EC-1780) Figure J-1...Figure J-2 I-44 Corridor (EC-1780) 2016 Raw Traffic Volumes Existing Configuration MATCHLINE A TM5 TM8 TM1 TM3 TM4 S Peoria Ave Riverside S Dr

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  • FigureJ-1

    I-44 Corridor (EC-1780)2016 Raw

    Traffic VolumesExisting Configuration

    MATCH

    LINE A

    S Union Ave.

    S 9thSt. 

    W 51st St.

    S 33rdW

     Ave.S 33

    rdW Ave.

    W 55th Pl.

    W 56th Pl.

    W 51st St.

    Gilcrease

    Expy.

    244

    44

    44

    V7EB 98 (90) [1098]

    AM PM Daily

    Date: Aug. 16-17, 2016

    V6

    EB 10 (57) [138]AM PM Daily

    Date: Aug. 16-17, 2016

    C1

    NB 1095 (737) [9788] 9% 5% 6%AM PM Daily T (AADT) T (DHV) T3

    Date: Aug. 16-17, 2016

    C9&10NB 2403 (1923) [26,344] 15% 10% 13%

    AM PM Daily T (AADT) T (DHV) T3

    Date: Aug. 16-17, 2016 SB 1533 (2783) [27,108] 16% 9% 13%

    C2

    SB 1097 (723) [9730] 9% 5% 6%AM PM Daily T (AADT) T (DHV) T3

    Date: Aug. 16-17, 2016

    V4

    SB 68 (100) [919]AM PM Daily

    Date: Aug. 16-17, 2016

    V2

    WB 65 (71) [721]AM PM Daily

    Date: Aug. 16-17, 2016

    V3

    WB 26 (36) [280]AM PM Daily

    Date: Aug. 16-17, 2016

    V5

    WB 440 (859) [8124]AM PM Daily

    Date: Aug. 16-17, 2016

    SP10

    NB 1074 (656) [9418] 71 mph 69 mph 69 mph

    AM Avg.Speed

    Date: Aug. 16-17, 2016

    AM PM DailyPM Avg.Speed

    ADT Avg.Speed

    SB 563 (1257) [9951] 69 mph 68 mph 67 mph

    SP3&4

    EB 2698 (2093) [27,872] 62 mph 63 mph 62 mph

    AM Avg.Speed

    Date: Aug. 16-17, 2016

    AM PM DailyPM Avg.Speed

    ADT Avg.Speed

    WB 1451 (2743) [28,075] 64 mph 62 mph 63 mph

    C11

    EB 68 (104) [961] 14% 5% 6%AM PM Daily T (AADT) T (DHV) T3

    Date: Aug. 16-17, 2016

    WB 52 (82) [825] 14% 5% 5%

    V8

    EB 170 (237) [2743]AM PM Daily

    Date: Aug. 17-18, 2016

    WB 124 (266) [2968]

    18(18)[18]

    Legend

    PM Peak Hour VolumeAM  Peak Hour Volume

    Daily (ADT) Volume24‐Hour Volume Count24‐Hour Video Classification Count

    24‐Hour Speed Count24‐Hour Tube Classification Count

    TM# 24‐Hour Turning Movement CountMarch 2017

  • FigureJ-2

    I-44 Corridor (EC-1780)2016 Raw

    Traffic VolumesExisting Configuration

    MATCH

    LINE A

    TM5

    TM8

    TM1

    TM3

    TM4

    S Peoria Ave

    Riverside Dr.

    E Skelly Dr.

    E 51st St. S

    S Elwoo

    d Av

    eS Elwoo

    d Av

    e

    W 41st St

    W 61st St. S

    44

    18(18)[18]

    Legend

    PM Peak Hour VolumeAM  Peak Hour Volume

    Daily (ADT) Volume24‐Hour Volume Count24‐Hour Video Classification Count

    24‐Hour Speed Count24‐Hour Tube Classification Count

    TM# 24‐Hour Turning Movement Count

    SP7

    NB 4018 (2469) [38,102] 59 mph 66 mph 66 mph

    AM Avg.Speed

    Date: Aug. 16-17, 2016

    AM PM DailyPM Avg.Speed

    ADT Avg.Speed

    SB 2066 (3703) [35,456] 64 mph 43 mph 60 mph

    C7

    SB 133 (244) [2372] 5% 4% 2%AM PM Daily T (AADT) T (DHV) T3

    Date: Aug. 16-17, 2016

    C8

    EB 357 (384) [4226] 3% 2% 2%AM PM Daily T (AADT) T (DHV) T3

    Date: Aug. 16-17, 2016

    WB 254 (368) [4007] 6% 5% 2%

    TM9

    TM8 W 61st St. S at US-75 SB Ramps

    1 (5) [102]185 (246) [2628]

    [0] (0) 0[3096] (250) 280

    [1393](109)

    77

    [23](2) 2

    [976](113)

    57

    [1175] (139) 69

    0 (0) [0]

    Completed: Aug. 16-17, 201624-Hr Truck %

    N

    3%[2392] (224) 136

    349(389)

    [4271]

    [4021] (355)262

    337(363)

    [4072]

    [2730] (251)186

    [1300] (146) 72

    2%

    3%

    TM9 W 61st St. S at US-75 NB Ramps

    0(1)[4]

    109 (64) [793]

    0 (0) [2]75 (127) [1230]

    4(4)

    [53]

    [6] (2) 0

    [1901] (116) 202[2156] (255) 141

    311 (181) [2698]

    343(373)

    [4063]

    [2732] (265)184

    145(259)

    [2211]

    [2025] (191)184

    113 (141) [1553]

    109(136)

    [1496]

    Completed: Aug. 16-17, 201624-Hr Truck %

    3%

    1%

    2%

    N

    SP12

    NB 3651 (2074) [32,335] 65 mph 65 mph 66 mph

    AM Avg.Speed

    Date: Aug. 16-17, 2016

    AM PM DailyPM Avg.Speed

    ADT Avg.Speed

    SB 1718 (3097) [29,228] 68 mph 64 mph 62 mph

    C6

    EB 262 (183) [2901] 18% 18% 7%AM PM Daily T (AADT) T (DHV) T3

    Date: Aug. 16-17, 2016

    WB 126 (317) [2849] 18% 9% 10%C5

    SB 187 (229) [2364] 13% 5% 7%AM PM Daily T (AADT) T (DHV) T3

    Date: Aug. 16-17, 2016

    TM6

    TM7

    TM5 W 41st St. S at US-75 SB Ramps

    58 (153) [1358]132 (235) [2671]

    [3] (1) 0[2311] (159) 173

    [1190](101)

    65

    [7](1) 0

    [1032](65)101

    [2229] (167) 166

    259(352)

    [3883]

    [3864] (337)197

    274(224)

    [3348]

    [4034] (388)190

    [2934] (346) 144

    [1569] (192) 86

    0 (0) [5]

    Completed: Aug. 17-18, 201624-Hr Truck %

    N

    12%

    5%

    10%

    TM6 W 41st St. S at

    US-75 NB Off-Ramp / S Tacoma Ave.

    58(28)

    [472]

    43 (120) [930]

    0 (0) [0]46 (184) [1716]

    92(31)

    [885]

    [24] (2) 0[1550] (137) 121[1788] (87) 161

    [588](62)28

    [0](0) 0

    [23](4)0

    222 (285) [2952][611] (66) 28

    282(226)

    [3362]

    [4008] (387)186

    253(122)

    [2696]

    [2646] (304)

    89

    262 (198) [3037]

    112(139)

    [1680]

    Completed: Aug. 17-18, 201624-Hr Truck %

    20%

    10%

    N 10%

    15%

    TM7 US-75 NB On-Ramp at S Tacoma Ave.

    86(37)

    [838]

    [185](17)17

    [635](72) 40

    86 (37) [838][820] (89) 57

    [2357] (235)138

    207 (255) [3010][635] (72) 40

    121(218)

    [2172]

    Completed: Aug. 16-17, 201624-Hr Truck %

    N 14%

    20%

    V10

    EB 40 (52) [541]AM PM Daily

    Date: Aug. 16-17, 2016

    WB 39 (93) [707]

    C12V12

    EB 149 (203) [1958]AM PM Daily

    Date: Aug. 16-17, 2016

    WB 68 (70) [955]

    EB 82 (53) [957] 16% 19% 7%AM PM Daily T (AADT) T (DHV) T3

    Date: Aug. 16-17, 2016

    WB 192 (388) [3189] 12% 4% 6%

    V11

    EB 82 (87) [1087]AM PM Daily

    Date: Aug. 16-17, 2016

    WB 166 (209) [2305]

    SP5&6

    EB 3911 (3034) [43,788] 60 mph 61 mph 61 mph

    AM Avg.Speed

    Date: Aug. 16-17, 2016

    AM PM DailyPM Avg.Speed

    ADT Avg.Speed

    WB 2647 (3996) [43,881] 61 mph 48 mph 60 mph

    V38

    NB 231 (191) [2362]AM PM Daily

    Date: Aug. 16-17, 2016

    SB 138 (315) [2395]

    NB 93 (99) [1264]AM PM Daily

    Date: Aug. 16-17, 2016

    SB 217 (372) [3428]

    V37

    V36 NB 1 (21) [108]AM PM Daily

    Date: Aug. 16-17, 2016

    SB 13 (9) [102]

    TM2

    Riverside Dr. at E Skelly Dr.

    59 (143) [1244]

    278 (515) [4255]

    385(368)

    [4330]

    [4326](561) 311

    444 (511) [5577][4329] (561) 311

    [5499] (658)337

    385 (369) [4342][8593] (1077) 589

    0(1)

    [12]

    [3](0)0

    TM1Completed: Aug. 16-17, 2016

    24-Hr Truck %

    N 3%

    3%

    3%

    Riverside Dr. at E 51st St. S

    373(366)

    [4346]

    337(346)

    [4083]

    [7374](930) 485

    [1135](118)105

    374 (367) [4350][8513] (1049) 591

    442(464)

    [5218]

    710 (712) [8431][7376] (930) 485

    0(0)[2]

    [4](1)1

    Completed: Aug. 16-17, 201624-Hr Truck %

    N 2%

    3%

    TM2

    V18

    EB 508 (696) [8342]AM PM Daily

    Date: Aug. 16-17, 2016

    EB 336 (332) [3633] 5% 4% 2%AM PM Daily T (AADT) T (DHV) T3

    Date: Aug. 16-17, 2016

    C3

    C4

    WB 658 (709) [9071] 6% 6% 2%AM PM Daily T (AADT) T (DHV) T3

    Date: Aug. 16-17, 2016

    V26

    WB 258 (414) [3561]AM PM Daily

    Date: Aug. 16-17, 2016

    V1

    EB-U 194 (200) [2369]AM PM Daily

    Date: Aug. 16-17, 2016

    V9

    WB-U 219 (249) [2694]AM PM Daily

    Date: Aug. 17-18, 2016

    TM3 E Skelly Dr. at S Peoria Ave.

    217(222)

    [3377]

    326 (463) [5740]

    154 (296) [3184]193 (187) [2185]

    516(612)

    [8119]

    [3992](365)181

    [11,020](920) 559

    842 (1075) [13,859][15,012] (1285) 740

    [9554] (774)591

    [11,109] (946)673

    733 (834) [11,505][14,213] (1216) 713

    0(0)[9]

    [0](0)0

    N

    Completed: Aug. 16-17, 201624-Hr Truck %

    2%

    2%

    2%

    E 51st St. S at S Peoria Ave.

    474(537)

    [7495]

    218(259)

    [3415]

    [3935] (302) 254[989] (88) 44[3080] (254) 179

    [8330](769) 368

    [6069](436)357

    728 (839) [11,437][14,406] (1205) 725

    477(644)

    [8004]

    619(783)

    [10,473]

    692 (796) [10,911][11,411] (1023) 547

    0(0)[1]

    [7](0)0

    TM4

    N

    Completed: Aug. 16-17, 201624-Hr Truck %

    2%

    2%

    2%

    March 2017

  • FigureJ-3

    I-44 Corridor (EC-1780)2016 Design

    Traffic VolumesExisting Configuration

    85 (80)[750]

    30 (50)[400]

    35 (35)[400]

    65 (60)[750]

    590 (910)[8250]

    2910(2150)

    [26,000]

    1750(2970)

    [26,000]

    1060(785)

    [9550]

    65(80)

    [750]

    595(1070)[8800]

    1030(760)

    [9200]

    660(1150)[9550]

    MATCH

    LINE A

    18(18)[18]

    Legend

    PM Design Hourly VolumeAM  Design Hourly Volume

    Average Annual Daily Traffic Volume

    S Union Ave.

    S 9thSt. 

    W 51st St.

    S 33rdW

     Ave.S 33

    rdW Ave.

    W 55th Pl.

    W 56th Pl.

    W 51st St.

    Gilcrease

    Expy.

    244

    44

    44

    3075 (2290)[27,650]

    [27,650]1870 (3055)

    1

    2

    4

    5

    7

    6

    9

    8

    1 W 51st St. S at Gilcrease Expwy.

    375(470)

    [4350]

    30 (30) [350]

    145 (130) [1300]15 (10) [100]

    100(140)

    [1300]

    [200] (20) 30

    [100] (10) 10[0] (0) 0

    435 (520) [4900]

    40(30)

    [300]

    [3650] (390)210

    145(180)

    [1750]

    [1750] (170)190

    655 (970) [9000]

    180(360)

    [3350]

    [200](20)15

    [4350](400)310

    [350](30)35

    [4900] (450) 360

    [5650] (530) 455

    500 (230)[3350]

    955 (760)[9000]

    [9000]655 (970)

    20(20)

    [200]

    60(85)

    [800]

    2930(2170)

    [26,200]

    1690(2885)

    [25,200]

    390(420)

    [4400]

    240(280)

    [3400]

    55(45)

    [550]

    65(105)[900]

    3

    455 (435)[4300]

    660 (600)[6400]

    325 (450)[4300]

    490 (705)[6400]

    2 S 33rd W Ave. at W Skelly Dr.

    250(225)

    [2200]

    30 (85) [650]

    40 (75) [450]15 (15) [250]

    240(130)

    [1400]

    [600] (65) 60[650] (80) 60[150] (55) 5

    340 (375) [3450]

    125(200)

    [1400]

    [1400] (85)95

    515(370)

    [3900]

    [1350] (175)

    85

    500 (360) [3700]

    10(5)

    [100]

    [1050](65)70

    [3100](450)190

    [1850](160)215

    [6000] (675) 475

    [3700] (580) 235

    3 S 33rd W Ave. at I-40 WB Ramps

    280(285)

    [2700]

    130 (230) [1650]

    110 (180) [1800]0 (0) [0]

    410 (515) [4350]

    [1300] (170)

    95

    [3450] (410)240

    340 (375) [3450]

    60(90)

    [750]

    [550](80)35

    [4200](495)365

    [4750] (575) 400

    [6000] (675) 475

    4 S 33rd W Ave. at W 51st St.

    320(290)

    [3100]

    25 (35) [500]

    110 (130) [950]25 (40) [250]

    70(190)[950]

    [200] (10) 10

    [250] (40) 30[700] (80) 70

    355 (335) [3800]

    110(130)

    [1150]

    [750] (165)

    55

    125(255)

    [1700]

    [1700] (205)160

    410 (515) [4350]

    20(35)

    [300]

    [200](90)10

    [3100](365)220

    [500](25)25

    [3800] (480) 255

    [4750] (575) 400

    5 I-44 EB Ramps at W Skelly Dr.

    20 (75) [550]5 (5) [50]

    [3400] (300) 405[500] (70) 110

    410 (305) [3450]

    515(370)

    [3900]

    [1350] (175)

    85

    130(80)

    [600]

    [600] (80)25

    [800](100)

    65

    [100](10)20

    [900] (110) 85

    6 I-44 EB CD Ramps at W Skelly Dr.

    120 (130) [1000]235 (185) [2400]

    [500] (50) 50[550] (75) 40

    285 (235) [2900]

    90(125)

    [1050]

    [1050] (135)125

    115(140)

    [1300]

    [3400] (315)355

    [50](5)5

    [750](65)75

    [800] (70) 80

    7 S 9th St. at W 51st St.

    10(25)

    [100]

    15 (20) [150]

    60 (80) [700]125 (175) [1550]

    180(285)

    [2600]

    [650] (90) 35[1700] (105) 215

    [50] (5) 5

    60 (135) [900]

    255(200)

    [2400]

    [2400] (240)215

    420(415)

    [4500]

    [2400] (275)200

    235 (345) [2900]

    45(35)

    [200]

    [650](30)45

    [50](5)5

    [200](25)25

    [900] (60) 75

    [800] (90) 70

    9 S Union Ave. at W 51st St.

    230(125)

    [1650]

    10 (25) [350]

    95 (120) [1000]50 (120) [650]

    40(50)

    [600]

    [1150] (95) 150

    [1050] (95) 70[2300] (225) 200

    390 (245) [3150]

    420(415)

    [4500]

    [2400] (275)200

    125(165)

    [2000]

    [2000] (265)155

    345 (265) [3200]

    75(90)

    [950]

    [800](65)75

    [2000](350)150

    [350](20)15

    [3150] (435) 240

    [5300] (695) 445

    8 S Union Ave. at W Skelly Dr.

    255(170)

    [2050]

    20 (30) [200]

    5 (50) [200]15 (45) [450]

    50(10)

    [200]

    [950] (65) 70

    [150] (25) 20[200] (50) 25

    345 (265) [3200]

    115(140)

    [1300]

    [3400] (315)355

    110(50)

    [850]

    [850] (125)

    40

    360 (210) [2850]

    55(30)

    [600]

    [2350](240)285

    [2450](440)120

    [500](15)40

    [5300] (695) 445

    [2850] (540) 150

    1100 (1870)[16,850]

    1850 (1365)[16,450]

    2750 (2095)[25,100]

    [25,500]1725 (2815)

    Freeway

    Roadway K D T(AADT) T(DHV) T3

    I-44 (West of I-244) 10 60 17 12 13

    I-44 (I-244 to US-75) 10 55 17 14 12

    Arterials

    Gilcrease Expwy. 10 55 7 5 3

    51st/Skelly/Union 11 65 10 8 4

    33rd St 10 55 3 2 0

    I-244 10 60 10 6 7

    March 2017

  • FigureJ-4

    I-44 Corridor (EC-1780)2016 Design

    Traffic VolumesExisting Configuration

    18(18)[18]

    Legend

    PM Design Hourly VolumeAM  Design Hourly Volume

    Average Annual Daily Traffic Volume

    MATCH

    LINE A

    3340(2100)

    [26,100]

    1600(3100)

    [26,100]

    10

    3915(2575)

    [32,000]

    2075(3830)

    [32,000]

    4150 (3250)[39,050]

    [39,050]2840 (4350)

    740 (740)[7900]

    240 (350)[3150]

    600 (700)[7900]

    330 (300)[3150]

    21 E 51st St. S at Riverside Dr.

    60 (130) [1250]

    225 (380) [2900]

    1025(810)

    [9100]

    [10,350](1135)

    700

    1085 (940) [10,350][10,350] (1135) 700

    [4150] (510)285

    1025 (810) [9100][13,250] (1515) 925

    0(0)[0]

    [0](0)0

    22 Riverside Dr. at E 51st St. S

    1025(810)

    [9100]

    300(250)

    [2900]

    [12,000](1395)

    805

    [1250](120)120

    1025 (810) [9100][13,250] (1515) 925

    420(370)

    [4150]

    1325 (1060) [12,000][12,000] (1395) 805

    0(0)[0]

    [0](0)0

    12 US-75 NB On-Ramp at S Tacoma Ave.

    85(60)

    [800]

    [150](15)20

    [650](70) 40

    85 (60) [800][800] (85) 60

    [2150] (235)165

    230 (280) [2800][650] (70) 40

    145(220)

    [2000]

    S Peoria Ave

    Riverside Dr.

    E Skelly Dr.

    E 51st St. S

    W 51st St. SS Elwoo

    d Av

    eS Elwoo

    d Av

    e

    W 41st St

    W 61st St. S

    44

    10 W 41st St. S at US-75 SB Ramps

    70 (145) [1250]155 (225) [2300]

    [0] (0) 0[1900] (165) 185

    [1100](100)

    75

    [0](0) 0

    [1050](80)125

    [2150] (180) 200

    285(345)

    [3400]

    [3400] (325)230

    310(245)

    [2950]

    [3550] (370)225

    [2750] (325) 170

    [1500] (180) 100

    0 (0) [0]

    11 W 41st St. S at US-75 NB Off-Ramp / S Tacoma Ave.

    60(30)

    [450]

    45 (115) [1000]

    0 (0) [0]75 (180) [1500]

    100(40)

    [800]

    [0] (0) 0[1350] (135) 125[1600] (110) 185

    [550](60)30

    [0](0) 0

    [100](10)10

    230 (280) [2800][650] (70) 40

    310(245)

    [2950]

    [3550] (370)225

    295(160)

    [2500]

    [2500] (295)120

    280 (200) [2750]

    120(130)

    [1500]

    13 W 61st St. S at US-75 SB Ramps

    10 (10) [100]185 (240) [2300]

    [0] (0) 0[2600] (250) 280

    [1550](125)

    80

    [0](0) 0

    [850](115)

    60

    [2400] (240) 140

    360(390)

    [3850]

    [3850] (365)265

    340(365)

    [3450]

    [2400] (250)195

    [1350] (150) 90

    [1250] (140) 80

    0 (0) [0]

    14 W 61st St. S at US-75 NB Ramps

    0(0)[0]

    110 (70) [850]

    0 (0) [0]90 (120) [1150]

    10(5)

    [100]

    [0] (0) 0

    [1550] (120) 190[1900] (245) 150

    300 (190) [2400]

    340(365)

    [3450]

    [2400] (250)195

    160(250)

    [2000]

    [2000] (190)200

    115 (135) [1350]

    105(130)

    [1250]

    375 (350)[3500]

    470 (610)[5800]

    100 (90)[1000]

    1000 (740)[9200]

    1655 (1510)[16,900]

    1530 (1395)[15,700]

    1295 (1745)[15,700]

    1385 (1870)[16,900]

    575 (550)[5800]

    250 (375)[3500]

    660 (1100)[9200]

    90 (110)[1000]

    3730(2520)

    [30,950]

    2025(3740)

    [30,950]

    3225(2135)

    [25,500]

    1630(2955)

    [25,500]

    4380 (3655)[42,250]

    [42,250]3185 (4600)

    1020 (1070)[12,050]

    1025 (1250)[12,050]

    4110 (3255)[37,500]

    [37,500]2685 (4210)

    12

    11

    13 14

    15 I-44 EB CD Off-Ramps at W Skelly Dr.

    65 (95) [800]

    [950] (70) 7575

    (70) [950]

    [950] (105)

    85

    180(175)

    [2000]

    [800] (95)65

    [150](10)20

    [1050](105)105

    [1200] (115) 125

    15

    16

    16 W 51st St. S at I-44 WB CD On-Ramp

    80 (110) [1050]50 (80) [600]

    [450] (45) 40[150] (15) 1050

    (60) [600]

    [600] (80)50

    40(45)

    [450]

    [1650] (190)130

    [1200] (125) 90

    17 I-44 EB Ramps at W Skelly Dr.

    65 (95) [800]145 (285) [2200]

    [1000] (120) 85

    [1000] (55) 95

    230 (405) [3200]

    180(175)

    [2000]

    [800] (95)65

    95(55)

    [1000]

    [3000] (380)210

    17

    18

    18 W 51st St. S at I-44 WB Off-Ramp

    265(230)

    [2600]

    100 (170) [1400]

    [800] (130) 7070(130) [800]

    [2000] (190)180

    335(360)

    [3400]

    [1400] (170)100

    345 (250) [3200]

    80(20)

    [600]

    20

    19

    19 W 51st St. S at S Elwood Ave.

    75 (50) [800]

    [1200] (110) 155[2200] (250) 180

    [1200](155)

    80

    [800](130)

    40

    [2000] (285) 120

    335(360)

    [3400]

    [1400] (170)100

    220(380)

    [3000]

    [1000] (65)9520 (15) [200]

    230 (160) [2000]

    20 W Skelly Dr. at S Elwood Ave.

    15 (5) [50]205 (375) [2950]

    5(15)[50]

    [950] (50) 90[50] (5) 595

    (55) [1000]

    [3000] (380)210

    95(65)

    [1000]

    [3000] (380)220

    10 (20) [100]

    5(5)

    [50]

    [100] (10) 20

    21

    22

    23

    24

    22 E Skelly Dr. at Riverside Dr.

    1025(810)

    [9100]

    300(250)

    [2900]

    [12,000](1395)

    805

    [1250](120)120

    1025 (810) [9100][13,250] (1515) 925

    420(370)

    [4150]

    1325 (1060) [12,000][12,000] (1395) 805

    0(0)[0]

    [0](0)0

    23 E 51st St. S at S Peoria Ave.

    230(240)

    [2700]

    350 (450) [5000]

    160 (290) [2950]210 (200) [1800]

    615(550)

    [7000]

    [2400](280)155

    [9600](920) 700

    965 (1000) [12,000][12,000] (1200) 855

    [8900] (900)785

    [12,000] (1160)

    940

    845 (790) [9700][12,550] (1210) 860

    0(0)[0]

    [0](0)0

    220 (220) [2250]

    [2000] (180) 190

    24 E Skelly Dr. at S at S Peoria Ave.

    635(550)

    [7050]

    250(250)

    [3200]

    [2650] (240) 210[1150] (90) 80[3100] (260) 210

    [7150](770) 500

    [5400](440)360

    845 (790) [9700][12,550] (1210) 860

    690(770)

    [8900]

    910(1000)

    [12,000]

    885 (800) [10,250][10,250] (1030) 710

    0(0)[0]

    [0](0)0

    220 (220) [2250]

    [2000] (180) 190

    Freeway

    Roadway K D T(AADT) T(DHV) T3

    US 75 10 60 8 6 4

    I-44 (I-244 US 75) 10 55 17 14 12

    Arterials

    Peoria/Riverside 10 55 5 5 2

    51st/Skelly 11 65 10 8 4

    41st St 10 60 15 10 8

    61st St 10 55 5 4 2

    I-44 (US 75 to Peoria) 10 55 14 12 10

    March 2017

  • FigureJ-5

    I-44 Corridor (EC-1780)2045 Design

    Traffic VolumesExisting Configuration

    320 (240)[3200]

    150 (130)[1400]

    130 (150)[1400]

    210 (400)[3200]

    850 (1530)[14,000]

    4020(3180)

    [35,400]

    2420(4020)

    [35,400]

    1500(1200)

    [13,050]

    80(100)[960]

    830(1340)

    [10,750]

    1420(950)

    [11,250]

    910(1440)

    [11,710]

    MATCH

    LINE A

    18(18)[18]

    Legend

    PM Design Hourly VolumeAM  Design Hourly Volume

    Average Annual Daily Traffic Volume

    S Union Ave.

    S 9thSt. 

    W 51st St.

    S 33rdW

     Ave.S 33

    rdW Ave.

    W 55th Pl.

    W 56th Pl.

    W 51st St.

    Gilcrease Expy.

    244

    44

    4720 (3550)[41,020]

    [41,020]2595 (4555)

    2

    4

    5

    7

    6

    9

    8

    1A W 51st St. S at Gilcrease Expwy.

    150 (170) [1360]375 (695) [4580]

    [2840] (270) 440[4100] (310) 6501090

    (580) [6940]

    [6940] (975)570

    530(345)

    [3680]

    [5940] (865)525

    [2360](280)195

    [0](0)0

    [840](75)90

    [3200] (355) 285

    [5460] (480) 800

    1950 (1430)[17,200]

    [17,200]1060 (1930)

    30(30)

    [300]

    90(130)

    [1200]

    4050(3210)

    [35,700]

    2330(3890)

    [34,200]

    585(630)

    [6600]

    360(420)

    [5100]

    75(60)

    [710]

    85(135)

    [1170]

    3

    840 (755)[7220]

    1100 (960)[9930]

    485 (765)[7220]

    700 (1085)[9930]

    2 S 33rd W Ave. at W Skelly Dr.

    320(290)

    [2840]

    40 (110) [860]

    50 (95) [580]20 (20) [330]

    310(165)

    [1810]

    [770] (85) 75[840] (105) 80[190] (70) 10

    435 (485) [4470]

    165(260)

    [1800]

    [1800] (110)125

    670(475)

    [5040]

    [1770] (225)110

    645 (465) [4780]

    15(10)

    [130]

    [1340](80)90

    [4010](585)250

    [2390](205)280

    [7740] (870) 620

    [4780] (750) 310

    3 S 33rd W Ave. at I-40 WB Ramps

    360(365)

    [3480]

    170 (300) [2140]

    145 (230) [2320]0 (0) [0]

    530 (665) [5620]

    [1690] (225)120

    [4460] (530)315

    435 (485) [4470]

    75(120)[990]

    [700](105)

    45

    [5420](640)475

    [6120] (745) 520

    [7740] (870) 620

    4 S 33rd W Ave. at W 51st St.

    415(375)

    [4000]

    35 (50) [660]

    145 (170) [1220]30 (50) [330]

    90(245)

    [1220]

    [250] (10) 15

    [330] (50) 40[900] (105) 90

    465 (435) [4910]

    145(165)

    [1480]

    [980] (210)

    70

    165(330)

    [2210]

    [2210] (270)210

    530 (665) [5620]

    25(45)

    [400]

    [250](115)

    15

    [4000](470)285

    [660](35)35

    [4910] (620) 335

    [6120] (745) 520

    5 I-44 EB Ramps at W Skelly Dr.

    25 (95) [710]10 (10) [70]

    [4390] (385) 520[650] (90) 150

    530 (395) [4460]

    670(475)

    [5040]

    [1770] (225)110

    175(105)[780]

    [780] (105)

    35

    [1060](130)

    85

    [130](15)25

    [1190] (145) 110

    6 I-44 EB CD Ramps at W Skelly Dr.

    155 (170) [1285]300 (240) [3095]

    [645] (60) 65[705] (95) 55

    365 (300) [3740]

    120(155)

    [1350]

    [1350] (180)165

    150(180)

    [1670]

    [4380] (410)455

    [65](10)10

    [965](85)95

    [1030] (95) 105

    7 S 9th St. at W 51st St.

    15(30)

    [130]

    20 (25) [200]

    75 (105) [900]165 (225) [1990]

    230(365)

    [3350]

    [840] (115) 45[2190] (135) 280

    [60] (10) 10

    80 (170) [1170]

    335(260)

    [3090]

    [3090] (310)285

    540(530)

    [5800]

    [3090] (355)260

    305 (440) [3740]

    60(45)

    [260]

    [840](40)60

    [70](5)5

    [260](30)30

    [1170] (75) 95

    [1030] (120) 90

    9 S Union Ave. at W 51st St.

    295(165)

    [2130]

    15 (35) [450]

    120 (155) [1290]65 (155) [830]

    50(65)

    [770]

    [1480] (120) 195

    [1350] (120) 90[2970] (290) 255

    505 (320) [4060]

    540(530)

    [5800]

    [3090] (355)260

    160(210)

    [2570]

    [2570] (345)200

    445 (345) [4120]

    100(115)

    [1220]

    [1040](85)95

    [2570](450)195

    [450](25)20

    [4060] (560) 310

    [6830] (895) 570

    8 S Union Ave. at W Skelly Dr.

    330(220)

    [2640]

    25 (40) [260]

    10 (65) [260]20 (60) [580]

    65(15)

    [260]

    [1220] (85) 90

    [190] (30) 25[260] (65) 35

    445 (345) [4120]

    150(180)

    [1670]

    [4380] (410)455

    140(65)

    [1100]

    [1100] (165)

    55

    465 (275) [3680]

    70(40)

    [780]

    [3020](310)365

    [3160](565)155

    [650](20)50

    [6830] (895) 570

    [3680] (695) 200

    1420 (2570)[22,850]

    2520 (1980)[22,350]

    4300 (3300)[37,750]

    [38,250]2400 (4250)

    1B1A

    1000(1485)

    [14,940]

    1435(1305)

    [14,940]

    1B W 51st St. S at Gilcrease Expwy.

    0(0)[0]

    70 (105) [840]180 (265) [1840]

    125(150)

    [1360]

    [2360] (200) 340

    [1320] (145) 190

    410 (305) [3200]

    530(345)

    [3680]

    [5940] (865)525

    315(295)

    [2680]

    [2680] (370)250

    470 (750) [5460]

    345(600)

    [4100]

    Freeway

    I-44 (West of I-244) 10 60 17 12 13

    I-44 (I-244 to US 75) 10 56 17 14 12

    ArterialsGilcrease Expwy. 10 57 7 5 3

    51st/Skelly/Union 11 65 10 8 4

    33rd St 10 55 3 2 0

    I-244 10 60 10 6 7

    Roadway K D T(AADT) T(DHV) T3

    44

    March 2017

  • FigureJ-6

    I-44 Corridor (EC-1780)2045 Design

    Traffic VolumesExisting Configuration

    18(18)[18]

    Legend

    PM Design Hourly VolumeAM  Design Hourly Volume

    Average Annual Daily Traffic Volume

    MATCH

    LINE A

    4720(2845)

    [36,280]

    2180(4340)

    [36,280]

    10

    5600(3860)

    [47,640]

    3230(5680)

    [47,640]

    5650 (4370)[52,000]

    [52,000]3700 (5800)

    955 (955)[10,200]

    310 (450)[4050]

    775 (900)[10,200]

    425 (390)[4050]

    21 E 51st St. S at Riverside Dr.

    80 (170) [1610]

    290 (490) [3720]

    1450(1150)

    [12,940]

    [14,550](1595)

    985

    1530 (1320) [14,550][14,550] (1595) 985

    [5330] (660)370

    1450 (1150) [12,940][18,270] (2085) 1275

    0(0)[0]

    [0](0)0

    22 Riverside Dr. at E 51st St. S

    1025(810)

    [9100]

    300(250)

    [2900]

    [12,000](1395)

    805

    [1250](120)120

    1025 (810) [9100][13,250] (1515) 925

    420(370)

    [4150]

    1325 (1060) [12,000][12,000] (1395) 805

    0(0)[0]

    [0](0)0

    12 US-75 NB On-Ramp at S Tacoma Ave.

    110(75)

    [1030]

    [190](20)25

    [840](95) 55

    110 (75) [1030][1030] (115) 80

    [2770] (305)215

    300 (360) [3610][840] (95) 55

    190(285)

    [2580]

    S Peoria Ave

    Riverside Dr.

    E Skelly Dr.

    E 51st St. S

    W 51st St. SS Elwoo

    d Av

    eS Elwoo

    d Av

    e

    W 41st St

    W 61st St. S

    44

    10 W 41st St. S at US-75 SB Ramps

    90 (190) [1610]200 (290) [2960]

    [0] (0) 0[2450] (215) 240

    [1420](130)

    95

    [0](0) 0

    [1350](105)160

    [2770] (235) 255

    370(445)

    [4380]

    [4380] (420)295

    400(320)

    [3800]

    [4570] (480)290

    [3540] (420) 220

    [1930] (230) 130

    0 (0) [0]

    11 W 41st St. S at US-75 NB Off-Ramp / S Tacoma Ave.

    80(40)

    [580]

    60 (145) [1290]

    0 (0) [0]95 (235) [1930]

    130(55)

    [1030]

    [0] (0) 0[1740] (175) 160[2060] (145) 240

    [710](80)40

    [0](0) 0

    [130](15)15

    300 (360) [3610][840] (95) 55

    400(320)

    [3800]

    [4570] (480)290

    385(215)

    [3220]

    [3220] (380)155

    365 (260) [3540]

    155(165)

    [1930]

    13 W 61st St. S at US-75 SB Ramps

    15 (15) [130]235 (310) [2970]

    [0] (0) 0[3350] (325) 360

    [2000](160)105

    [0](0) 0

    [1100](150)

    75

    [3100] (310) 180

    465(505)

    [4970]

    [4970] (470)340

    435(475)

    [4450]

    [3100] (325)250

    [1750] (195) 120

    [1620] (180) 105

    0 (0) [0]

    14 W 61st St. S at US-75 NB Ramps

    0(0)[0]

    145 (90) [1100]

    0 (0) [0]115 (155) [1480]

    15(10)

    [130]

    [0] (0) 0

    [2000] (155) 245[2450] (320) 190

    390 (245) [3100]

    435(475)

    [4450]

    [3100] (325)250

    205(330)

    [2580]

    [2580] (245)260

    150 (180) [1750]

    135(170)

    [1620]

    785 (700)[6700]

    475 (630)[5930]

    135 (120)[1290]

    1280 (955)[11,880]

    1935 (1725)[19,750]

    1770 (1575)[18,200]

    1590 (2010)[18,200]

    1705 (2175)[19,750]

    670 (555)[5930]

    405 (735)[6700]

    855 (1415)[11,880]

    115 (145)[1290]

    5360(3795)

    [46,290]

    3170(5565)

    [46,290]

    4570(2890)

    [35,510]

    2215(4155)

    [35,510]

    5945 (4890)[56,120]

    [56,120]4145 (6125)

    1320 (1380)[15,530]

    1325 (1610)[15,530]

    5595 (4380)[49,970]

    [49,970]3500 (5620)

    12

    11

    13 14

    15 I-44 EB CD Off-Ramps at W Skelly Dr.

    85 (120) [1030]

    [1220] (90) 100100(90)

    [1220]

    [1220] (135)115

    235(225)

    [2580]

    [1030] (120)

    85

    [190](15)30

    [1360](135)135

    [1550] (150) 165

    15

    16

    16 W 51st St. S at I-44 WB CD On-Ramp

    105 (145) [1360]65 (100) [770]

    [580] (60) 50[190] (20) 1060

    (80) [770]

    [770] (100)

    65

    50(60)

    [580]

    [2130] (245)170

    [1550] (165) 115

    17 I-44 EB Ramps at W Skelly Dr.

    85 (120) [1030]185 (365) [2830]

    [1290] (155) 110

    [1290] (70) 125

    295 (520) [4120]

    235(225)

    [2580]

    [1030] (120)

    85

    125(70)

    [1290]

    [3860] (485)270

    17

    18

    18 W 51st St. S at I-44 WB Off-Ramp

    340(295)

    [3350]

    135 (215) [1790]

    [1010] (165) 9090(165)

    [1010]

    [2560] (245)240

    430(460)

    [4360]

    [1790] (215)135

    445 (325) [4120]

    105(30)

    [770]

    20

    19

    19 W 51st St. S at S Elwood Ave.

    95 (65) [1030]

    [1530] (140) 200[2830] (320) 230

    [1530](200)105

    [1030](165)

    50

    [2560] (365) 155

    430(460)

    [4360]

    [1790] (215)135

    280(485)

    [3860]

    [1290] (80)12530 (15) [260]

    295 (205) [2560]

    20 W Skelly Dr. at S Elwood Ave.

    20 (10) [70]260 (475) [3790]

    5(15)[70]

    [1220] (65) 120[70] (5) 5125

    (70) [1290]

    [3860] (485)270

    125(80)

    [1290]

    [3860] (485)280

    15 (25) [140]

    10(10)[70]

    [140] (15) 25

    21

    22

    23

    24

    22 E Skelly Dr. at Riverside Dr.

    1450(1150)

    [12,940]

    390(320)

    [3720]

    [16,660](1930) 1120

    [1610](155)155

    1450 (1150) [12,940][18,270] (2085) 1275

    545(475)

    [5330]

    1840 (1470) [16,660][16,660] (1930) 1120

    0(0)[0]

    [0](0)0

    23 E 51st St. S at S Peoria Ave.

    300(310)

    [3480]

    450 (580) [6460]

    210 (375) [3800]270 (260) [2320]

    795(710)

    [9040]

    [3100](360)200

    [12,400](1190)

    905

    1245 (1290) [15,500][15,500] (1550) 1105

    [11,480] (1160)1015

    [15,480] (1500)1215

    1095 (1020) [12,520][16,200] (1565) 1115

    0(0)[0]

    [0](0)0

    285 (285) [2900]

    [2580] (230) 245

    24 E Skelly Dr. at S at S Peoria Ave.

    825(710)

    [9100]

    325(320)

    [4130]

    [3420] (310) 270[1480] (115) 105[4000] (335) 275

    [9230](1000)

    650

    [6970](565)465

    1095 (1020) [12,520][16,200] (1565) 1115

    895(990)

    [11,480]

    1180(1285)

    [15,480]

    1150 (1030) [13,230][13,230] (1335) 925

    0(0)[0]

    [0](0)0

    285 (285) [2900]

    [2580] (230) 245

    Freeway

    Roadway K D T(AADT) T(DHV) T3

    US 75 10 60 8 6 4

    I-44 (I-244 to US 75) 10 56 17 14 12

    Arterials

    Peoria/Riverside 10 55 5 5 2

    51st/Skelly 11 65 10 8 4

    41st St 10 60 15 10 8

    61st St 10 55 5 4 2

    I-44 (US 75 to Peoria) 10 56 14 12 10

    March 2017

  • FigureJ-7

    I-44 Corridor (EC-1780)2016 Design

    Traffic VolumesAlt 1-One Way Configuration

    85 (80)[750]

    30 (50)[400]

    35 (35)[400]

    65 (60)[750]

    590 (910)[8250]

    2910(2150)

    [26,000]

    1750(2970)

    [26,000]

    1060(785)

    [9550]

    65(80)

    [750]

    595(1070)[8800]

    1030(760)

    [9200]

    660(1150)[9550]

    MATCH

    LINE A

    18(18)[18]

    Legend

    PM Design Hourly VolumeAM  Design Hourly Volume

    Average Annual Daily Traffic Volume

    S Union Ave.

    S 9thSt. 

    W 51st St.

    S 33rdW

     Ave.S 33

    rdW Ave.

    W 55th Pl.

    W 56th Pl.

    244

    44

    44

    3065 (2280)[27,550]

    [27,650]1870 (3055)

    2

    4

    5

    7

    6

    955 (760)[9000]

    [9000]655 (970)

    20(20)

    [200]

    60(85)

    [800]

    2930(2170)

    [26,200]

    1690(2885)

    [25,200]

    390(420)

    [4400]

    240(280)

    [3400]

    55(45)

    [550]

    65(105)[900]

    3

    335 (325)[3100]

    2 S 33rd W Ave. at W Skelly Dr.

    250(225)

    [2200]

    25 (45) [385]

    30 (45) [265]10 (10) [150]

    240(130)

    [1400]

    [600] (65) 60[650] (80) 60[150] (55) 5

    335 (335) [3185]

    125(200)

    [1400]

    [1400] (85)95

    615(445)

    [4500]

    [800] (100)

    65

    500 (360) [3700]

    10(5)

    [100]

    [1150](70)75

    [3285](480)200

    [2450](235)315

    [6885] (785) 590

    [3700] (580) 235

    3 S 33rd W Ave. at I-40 WB Ramps

    275(255)

    [2495]

    130 (230) [1650]

    110 (180) [1800]0 (0) [0]

    405 (485) [4145]

    [1300] (170)

    95

    [3450] (410)240

    335 (335) [3185]

    60(80)

    [690]

    [610](90)35

    [5085](605)480

    [5695] (695) 515

    [6885] (785) 590

    4 S 33rd W Ave. at W 51st St.

    315(265)

    [2915]

    30 (60) [685]

    225 (250) [1895]25 (45) [270]

    70(190)[950]

    [200] (10) 10

    [250] (40) 30[700] (80) 70

    355 (335) [3800]

    110(130)

    [1150]

    [750] (165)

    55

    125(255)

    [1700]

    [2850] (355)280

    405 (485) [4145]

    20(30)

    [280]

    [200](90)10

    [3100](365)220

    [500](25)25

    [3800] (480) 255

    [5695] (695) 515

    5 I-44 EB Ramps at W Skelly Dr.

    [3400] (300) 405[1100] (145) 210

    405 (300) [3400]

    615(445)

    [4500]

    [800] (100)

    65

    235(160)

    [1250]

    [800](100)

    65

    [150](15)25

    [950] (115) 90

    6 I-44 EB CD Ramps at W Skelly Dr.

    [1250] (150) 9595

    (150) [1250]

    210(255)

    [2400]

    [1150](105)115

    [1150] (105) 115

    7 S 9th St. at W 51st St.

    25 (45) [250]

    90 (120) [1100]290 (360) [2900]

    [650] (90) 35[1700] (105) 215

    [50] (5) 5

    60 (135) [900]

    255(200)

    [2400]

    [3550] (390)335

    240(130)

    [1900]

    [4250] (525)405

    [650](30)45

    [50](5)5

    [200](25)25

    [900] (60) 75

    [1200] (130) 100

    9 S Union Ave. at W 51st St.

    245(145)

    [1795]

    35 (75) [800]

    275 (435) [3525]115 (230) [1480]

    75(90)

    [1065]

    [625] (30) 115

    [695] (55) 40[580] (45) 85

    395 (250) [3220]

    240(130)

    [1900]

    [4250] (525)405

    145(180)

    [2255]

    [5805] (740)425

    425 (395) [4420]

    105(160)

    [1560]

    [1210](135)185

    [1515](265)

    35

    [495](35)30

    [3220] (435) 250

    [5620] (745) 395

    8 S Union Ave. at W Skelly Dr.

    350(305)

    [3260]

    60(10)

    [270]

    [1160] (90) 75[880] (100) 90

    [360] (65) 45

    425 (395) [4420]

    210(255)

    [2400]

    330(275)

    [3205]

    410 (315) [3530]

    [3565](580)215

    [2055](165)180

    [5620] (745) 395

    [3925] (645) 260

    1100 (1870)[16,850]

    1850 (1365)[16,450]

    2750 (2095)[25,100]

    [25,500]1725 (2815)

    Freeway

    Roadway K D T(AADT) T(DHV) T3

    I-44 (West of I-244) 10 60 17 12 13

    I-44 (I-244 to US-75) 10 55 17 14 12

    Arterials

    Gilcrease Expwy. 10 55 7 5 3

    51st/Skelly/Union 11 65 10 8 4

    33rd St 10 55 3 2 0

    I-244 10 60 10 6 7

    W 51st St. 9

    8

    225 (320)[3100]

    2950 (2175)[26,400]

    [26,450]1770 (2925)

    2615 (1850)[23,300]

    [23,350]1545 (2605)

    W 51st St.

    Gilcrease

    Expy.

    1

    500 (230)[3350]

    1 W 51st St. S at Gilcrease Expwy.

    375(470)

    [4350]

    30 (30) [350]

    145 (130) [1300]15 (10) [100]

    100(140)

    [1300]

    [200] (20) 30

    [100] (10) 10[0] (0) 0

    435 (520) [4900]

    40(30)

    [300]

    [3650] (390)210

    145(180)

    [1750]

    [1750] (170)190

    655 (970) [9000]

    180(360)

    [3350]

    [200](20)15

    [4350](400)310

    [350](30)35

    [4900] (450) 360

    [5650] (530) 455

    Begin 1‐way Skelly EB

    March 2017

  • FigureJ-8

    I-44 Corridor (EC-1780)2016 Design

    Traffic VolumesAlt 1-One Way Configuration

    18(18)[18]

    Legend

    PM Design Hourly VolumeAM  Design Hourly Volume

    Average Annual Daily Traffic Volume

    MATCH

    LINE A

    3290(2045)

    [25,500]

    1545(3035)

    [25,500]

    10

    3770(2400)

    [30,400]

    1925(3685)

    [30,400]

    4000 (3125)[37,500]

    [37,550]2720 (4170)

    740 (740)[7900]

    240 (350)[3150]

    600 (700)[7900]

    330 (300)[3150]

    21 E 51st St. S at Riverside Dr.

    60 (130) [1250]

    225 (380) [2900]

    1025(810)

    [9100]

    [10,350](1135)

    700

    1085 (940) [10,350][10,350] (1135) 700

    [4150] (510)285

    1025 (810) [9100][13,250] (1515) 925

    0(0)[0]

    [0](0)0

    12 US-75 NB On-Ramp at S Tacoma Ave.

    85(60)

    [800]

    [150](15)20

    [650](70) 40

    85 (60) [800][800] (85) 60

    [2750] (290)215

    280 (335) [3400][650] (70) 40

    195(275)

    [2600]

    S Peoria Ave

    Riverside Dr.

    E Skelly Dr.

    E 51st St. S

    W 51st St. SS Elwoo

    d Av

    eS Elwoo

    d Av

    e

    W 41st St

    W 61st St. S

    44

    10 W 41st St. S at US-75 SB Ramps

    70 (145) [1250]155 (225) [2300]

    [0] (0) 0[2300] (200) 215

    [1500](145)110

    [0](0) 0

    [1250](100)145

    [2750] (245) 255

    315(380)

    [3800]

    [3800] (370)265

    360(300)

    [3550]

    [3550] (370)225

    [2750] (325) 170

    [1500] (180) 100

    0 (0) [0]

    11 W 41st St. S at US-75 NB Off-Ramp / S Tacoma Ave.

    60(30)

    [450]

    65 (135) [1200]

    0 (0) [0]75 (180) [1500]

    100(40)

    [800]

    [0] (0) 0[1750] (170) 155[1800] (130) 205

    [550](60)30

    [0](0) 0

    [100](10)10

    280 (335) [3400][650] (70) 40

    360(300)

    [3550]

    [3550] (370)225

    315(180)

    [2700]

    [2700] (315)140

    280 (200) [2750]

    120(130)

    [1500]

    13 W 61st St. S at US-75 SB Ramps

    45 (50) [495]245 (335) [3045]

    [0] (0) 0[2535] (240) 285

    [1550](125)

    80

    [0](0) 0

    [850](115)

    60

    [2400] (240) 140

    480(485)

    [4990]

    [4595] (460)325

    345(355)

    [3385]

    [3540] (385)290

    [2950] (295) 240

    [2455] (245) 195

    0 (0) [0]

    440 (580)[5500]

    265 (260)[2400]

    70 (65)[700]

    945 (695)[8700]

    160 (245)[2400]

    555 (520)[5500]

    620 (1045)[8700]

    65 (75)[700]

    3730(2520)

    [30,950]

    2025(3740)

    [30,950]

    3225(2135)

    [25,500]

    1630(2955)

    [25,500]

    4380 (3655)[42,250]

    [42,250]3185 (4600)

    1020 (1070)[12,050]

    1025 (1250)[12,050]

    4110 (3255)[37,500]

    [37,500]2685 (4210)

    12

    11

    13

    17 I-44 EB Ramps at W Skelly Dr.

    145 (285) [2200]

    [2550] (245) 235

    [1050] (100) 70

    380 (530) [4750]

    305(345)

    [3600]

    70(100)

    [1050]

    [2200] (285)145

    17

    1818 W 51st St. S at I-44 WB Off-Ramp

    175(105)

    [1560]

    55 (190) [1310]

    [900] (135) 7575(135) [900]

    [4450] (515)345

    250(240)

    [2460]

    [1310] (190)

    55

    465 (430) [4700]

    290(325)

    [3140]

    20

    19

    19 W 51st St. S at S Elwood Ave.

    60 (25) [550]

    [1300] (115) 160[1160] (125) 90

    [810](105)

    40

    [1040](160)

    70

    [1850] (265) 110

    250(240)

    [2460]

    [1310] (190)

    55

    160(285)

    [2200]

    [1050] (110)

    7515 (85) [500]

    220 (140) [1850]

    20 W Skelly Dr. at S Elwood Ave.

    20 (5) [70]140 (280) [2130]

    5(15)[30]

    [1020] (95) 70[30] (5) 070

    (100) [1050]

    [2200] (285)145

    75(110)

    [1050]

    [2200] (285)160

    10 (20) [100]

    5(5)

    [70]

    [100] (10) 20

    21

    22

    23

    24

    22 E Skelly Dr. at Riverside Dr.

    1025(810)

    [9100]

    300(250)

    [2900]

    [12,000](1395)

    805

    [1250](120)120

    1025 (810) [9100][13,250] (1515) 925

    420(370)

    [4150]

    1325 (1060) [12,000][12,000] (1395) 805

    0(0)[0]

    [0](0)0

    23 E 51st St. S at S Peoria Ave.

    230(240)

    [2700]

    350 (450) [5000]

    160 (290) [2950]210 (200) [1800]

    615(550)

    [7000]

    [2400](280)155

    [9600](920) 700

    965 (1000) [12,000][12,000] (1200) 855

    [8900] (900)785

    [12,000] (1160)

    940

    845 (790) [9700][12,550] (1210) 860

    0(0)[0]

    [0](0)0

    220 (220) [2250]

    [2000] (180) 190

    24 E Skelly Dr. at S at S Peoria Ave.

    635(550)

    [7050]

    250(250)

    [3200]

    [2650] (240) 210[1150] (90) 80[3100] (260) 210

    [7150](770) 500

    [5400](440)360

    845 (790) [9700][12,550] (1210) 860

    690(770)

    [8900]

    910(1000)

    [12,000]

    885 (800) [10,250][10,250] (1030) 710

    0(0)[0]

    [0](0)0

    220 (220) [2250]

    [2000] (180) 190

    Freeway

    Roadway K D T(AADT) T(DHV) T3

    US 75 10 60 8 6 4

    I-44 (I-244 US 75) 10 55 17 14 12

    Arterials

    Peoria/Riverside 10 55 5 5 2

    51st/Skelly 11 65 10 8 4

    41st St 10 60 15 10 8

    61st St 10 55 5 4 2

    I-44 (US 75 to Peoria) 10 55 14 12 10

    14

    15

    16

    3055 (2430)[28,800]

    [23,350]1545 (2605)

    15 US-75 NB On-Ramp at New Connector Road

    70(60)

    [710]

    [0](0)0

    [315](30) 15

    70 (60) [710][315] (30) 15

    [2400] (190)300

    370 (250) [3110][315] (30) 15

    300(190)

    [2400]

    16 W Skelly Dr. at New Connector Road

    70(60)

    [710]

    [2890] (245) 315[315] (30) 15330

    (275) [3205]

    385(305)

    [3600]

    70 (60) [710][315] (30) 15

    14 W 61st St. S at US-75 NB Ramps

    85(75)

    [730]

    85 (55) [770]

    0 (0) [0]115 (135) [1230]

    10(5)

    [100]

    [0] (0) 0

    [1610] (120) 200[1775] (235) 145

    370 (250) [3110]

    345(355)

    [3385]

    [3540] (385)290

    160(250)

    [2000]

    [2000] (190)200

    260 (310) [2950]

    165(230)

    [2120]

    [190](20)10

    [125](10)

    5

    [315] (30) 15

    New

     Con

    nector Roa

    d

    885(1305)

    [11,100]

    1105(940)

    [11,100]

    440 (580)[5500]

    1175 (1565)[14,200]

    60 (75)[760]

    [4310]310 (540)

    505(655)

    [6200]

    End 1‐way Skelly EB

    March 2017

  • FigureJ-9

    I-44 Corridor (EC-1780)2045 Design

    Traffic VolumesAlt 1-One Way Configuration

    320 (240)[3200]

    150 (130)[1400]

    130 (150)[1400]

    210 (400)[3200]

    850 (1530)[14,000]

    4020(3180)

    [35,400]

    2420(4020)

    [35,400]

    1500(1200)

    [13,050]

    80(100)[960]

    830(1340)

    [10,750]

    1420(950)

    [11,250]

    910(1440)

    [11,710]

    MATCH

    LINE A

    18(18)[18]

    Legend

    PM Design Hourly VolumeAM  Design Hourly Volume

    Average Annual Daily Traffic Volume

    S Union Ave.

    S 9thSt. 

    W 51st St.

    S 33rdW

     Ave.S 33

    rdW Ave.

    W 55th Pl.

    W 56th Pl.

    244

    44

    4700 (3530)[40,885]

    [41,020]2595 (4555)

    2

    4 7

    6

    1950 (1430)[17,200]

    [17,200]1060 (1930)

    30(30)

    [300]

    90(130)

    [1200]

    4050(3210)

    [35,700]

    2330(3890)

    [34,200]

    585(630)

    [6600]

    360(420)

    [5100]

    75(60)

    [710]

    85(135)

    [1170]

    3

    695 (640)[5750]

    2 S 33rd W Ave. at W Skelly Dr.

    320(290)

    [2840]

    30 (65) [515]

    40 (55) [345]15 (10) [200]

    310(165)

    [1810]

    [770] (85) 75[840] (105) 80[190] (70) 10

    425 (440) [4125]

    165(260)

    [1800]

    [1800] (110)125

    800(570)

    [5805]

    [1060] (130)

    85

    645 (465) [4780]

    15(10)

    [130]

    [1470](90)95

    [4245](625)260

    [3155](300)410

    [8870] (1015) 765

    [4780] (750) 310

    3 S 33rd W Ave. at I-40 WB Ramps

    350(330)

    [3210]

    170 (300) [2140]

    145 (230) [2320]0 (0) [0]

    520 (630) [5350]

    [1690] (225)120

    [4460] (530)315

    425 (440) [4125]

    75(110)[915]

    [775](115)

    45

    [6550](785)620

    [7325] (900) 665

    [8870] (1015) 765

    4 S 33rd W Ave. at W 51st St.

    405(345)

    [3755]

    45 (80) [905]

    290 (325) [2425]30 (55) [355]

    90(245)

    [1220]

    [250] (10) 15

    [330] (50) 40[900] (105) 90

    465 (435) [4910]

    145(165)

    [1480]

    [980] (210)

    70

    165(330)

    [2210]

    [3685] (460)365

    520 (630) [5350]

    25(40)

    [375]

    [250](115)

    15

    [4000](470)285

    [660](35)35

    [4910] (620) 335

    [7325] (900) 665

    5 I-44 EB Ramps at W Skelly Dr.

    [4390] (385) 520[1415] (185) 280

    520 (385) [4390]

    800(570)

    [5805]

    [1060] (130)

    85

    315(210)

    [1610]

    [1060](130)

    85

    [195](25)35

    [1255] (155) 120

    6 I-44 EB CD Ramps at W Skelly Dr.

    [1610] (185) 130

    130(185)

    [1610]

    265(290)

    [3015]

    [1405](105)135

    [1405] (105) 135

    7 S 9th St. at W 51st St.

    35 (55) [330]

    130 (135) [1340]380 (460) [3725]

    [840] (115) 45[2190] (135) 280

    [60] (10) 10

    80 (170) [1170]

    335(260)

    [3090]

    [4565] (500)440

    310(165)

    [2450]

    [5395] (650)545

    [840](40)60

    [70](5)5

    [260](30)30

    [1170] (75) 95

    [1470] (150) 145

    9 S Union Ave. at W 51st St.

    315(190)

    [2425]

    45 (95) [955]

    330 (540) [4230]165 (265) [1820]

    95(125)

    [1410]

    [810] (40) 155

    [880] (75) 55[760] (50) 100

    515 (325) [4190]

    310(165)

    [2450]

    [5395] (650)545

    185(245)

    [2935]

    [7005] (900)540

    575 (545) [5985]

    165(230)

    [2150]

    [1425](155)215

    [2120](365)

    70

    [645](45)35

    [4190] (565) 320

    [7110] (955) 500

    8 S Union Ave. at W Skelly Dr.

    480(435)

    [4500]

    70(10)

    [275]

    [1485] (110) 95

    [985] (105) 100[545] (75) 70

    575 (545) [5985]

    265(290)

    [3015]

    375(290)

    [3515]

    550 (445) [4775]

    [4855](780)295

    [2255](175)205

    [7110] (955) 500

    [5400] (855) 365

    2520 (1980)[22,350]

    4300 (3300)[37,750]

    [38,250]2400 (4250)

    Freeway

    Roadway K D T(AADT) T(DHV) T3

    I-44 (West of I-244) 10 60 17 12 13

    I-44 (I-244 to US-75) 10 55 17 14 12

    Arterials

    Gilcrease Expwy. 10 55 7 5 3

    51st/Skelly/Union 11 65 10 8 4

    33rd St 10 55 3 2 0

    I-244 10 60 10 6 7

    9

    8

    340 (615)[5750]

    4565 (3425)[39,480]

    [39,550]2450 (4405)

    3870 (2785)[33,730]

    [33,800]2110 (3790)

    1000(1485)

    [14,940]

    1435(1305)

    [14,940]

    1A W 51st St. S at Gilcrease Expwy. SB Ramps

    150 (170) [1360]375 (695) [4580]

    [2840] (270) 440[4100] (310) 6501090

    (580) [6940]

    [6940] (975)570

    530(345)

    [3680]

    [5940] (865)525

    [2360](280)195

    [0](0)0

    [840](75)90

    [3200] (355) 285

    [5460] (480) 800

    1B W 51st St. S at Gilcrease Expwy. NB Ramps

    0(0)[0]

    70 (105) [840]180 (265) [1840]

    125(150)

    [1360]

    [2360] (200) 340

    [1320] (145) 190

    410 (305) [3200]

    530(345)

    [3680]

    [5940] (865)525

    315(295)

    [2680]

    [2680] (370)250

    470 (750) [5460]

    345(600)

    [4100]

    1B1A W 51st St.

    44

    1420 (2570)[22,850]

    Begin 1‐way Skelly EB

    5

    March 2017

  • FigureJ-10

    I-44 Corridor (EC-1780)2045 Design

    Traffic VolumesAlt 1-One Way Configuration

    18(18)[18]

    Legend

    PM Design Hourly VolumeAM  Design Hourly Volume

    Average Annual Daily Traffic Volume

    MATCH

    LINE A

    4660(2765)

    [35,500]

    2105(4245)

    [35,500]

    10

    5370(3560)

    [45,070]

    3005(5445)

    [45,070]

    5500 (4240)[50,430]

    [50,500]3575 (5625)

    955 (955)[10,200]

    310 (450)[4050]

    775 (900)[10,200]

    425 (390)[4050]

    21 E 51st St. S at Riverside Dr.

    80 (170) [1610]

    290 (490) [3720]

    1450(1150)

    [12,940]

    [14,550](1595)

    985

    1530 (1320) [14,550][14,550] (1595) 985

    [5330] (660)370

    1450 (1150) [12,940][18,270] (2085) 1275

    0(0)[0]

    [0](0)0

    12 US-75 NB On-Ramp at S Tacoma Ave.

    110(75)

    [1030]

    [190](20)25

    [840](95) 55

    110 (75) [1030][1030] (115) 80

    [3550] (385)275

    360 (440) [4390][840] (95) 55

    250(365)

    [3360]

    S Peoria Ave

    Riverside Dr.

    E Skelly Dr.

    E 51st St. S

    W 51st St. SS Elwoo

    d Av

    eS Elwoo

    d Av

    e

    W 41st St

    W 61st St. S

    44

    10 W 41st St. S at US-75 SB Ramps

    90 (190) [1610]200 (290) [2960]

    [0] (0) 0[2960] (260) 280

    [1930](185)140

    [0](0) 0

    [1620](145)190

    [3550] (330) 330

    410(490)

    [4890]

    [4890] (475)340

    470(405)

    [4580]

    [4570] (480)290

    [3540] (420) 220

    [1930] (230) 130

    0 (0) [0]

    11 W 41st St. S at US-75 NB Off-Ramp / S Tacoma Ave.

    80(40)

    [580]

    80 (180) [1560]

    0 (0) [0]95 (235) [1930]

    130(55)

    [1030]

    [0] (0) 0[2250] (220) 200[2330] (185) 270

    [710](80)40

    [0](0) 0

    [130](15)15

    360 (440) [4390][840] (95) 55

    470(405)

    [4580]

    [4570] (480)290

    415(255)

    [3490]

    [3490] (415)175

    365 (260) [3540]

    155(165)

    [1930]

    13 W 61st St. S at US-75 SB Ramps

    55 (80) [700]350 (475) [4265]

    [0] (0) 0[3270] (310) 370

    [2000](160)105

    [0](0) 0

    [1100](150)

    75

    [3100] (310) 180

    660(660)

    [6890]

    [6265] (635)455

    445(460)

    [4370]

    [4965] (555)405

    [4320] (430) 345

    [3620] (350) 290

    0 (0) [0]

    430 (580)[5520]

    600 (550)[4830]

    95 (90)[920]

    1200 (875)[11,180]

    255 (515)[4830]

    650 (505)[5520]

    815 (1330)[11,180]

    85 (100)[920]

    5360(3795)

    [46,290]

    3170(5565)

    [46,290]

    4570(2890)

    [35,510]

    2215(4155)

    [35,510]

    5945 (4890)[56,120]

    [56,120]4145 (6125)

    1320 (1380)[15,530]

    1325 (1610)[15,530]

    5595 (4380)[49,970]

    [49,970]3500 (5620)

    12

    11

    13

    17 I-44 EB Ramps at W Skelly Dr.

    185 (365) [2830]

    [2860] (285) 260

    [1280] (115) 100

    445 (650) [5690]

    360(400)

    [4140]

    100(115)

    [1280]

    [2830] (365)185

    17

    1818 W 51st St. S at I-44 WB Off-Ramp

    230(135)

    [1975]

    100 (235) [1565]

    [1140] (175) 9595(175)

    [1140]

    [5210] (600)440

    325(310)

    [3115]

    [1565] (235)100

    570 (500) [5620]

    340(365)

    [3645]

    20

    19

    19 W 51st St. S at S Elwood Ave.

    70 (15) [690]

    [1660] (150) 205[1455] (160) 120

    [975](125)

    65

    [1375](205)

    80

    [2350] (330) 145

    325(310)

    [3115]

    [1565] (235)100

    200(365)

    [2830]

    [1280] (125)10535 (110) [590]

    275 (165) [2350]

    20 W Skelly Dr. at S Elwood Ave.

    25 (10) [100]175 (355) [2730]

    5(15)[40]

    [1240] (110) 100[40] (5) 0100

    (115) [1280]

    [2830] (365)185

    105(125)

    [1280]

    [2830] (365)200

    15 (25) [140]

    10(10)

    [100]

    [140] (15) 25

    21

    22

    23

    24

    22 E Skelly Dr. at Riverside Dr.

    1450(1150)

    [12,940]

    390(320)

    [3720]

    [16,660](1930) 1120

    [1610](155)155

    1450 (1150) [12,940][18,270] (2085) 1275

    545(475)

    [5330]

    1840 (1470) [16,660][16,660] (1930) 1120

    0(0)[0]

    [0](0)0

    23 E 51st St. S at S Peoria Ave.

    300(310)

    [3480]

    450 (580) [6460]

    210 (375) [3800]270 (260) [2320]

    795(710)

    [9040]

    [3100](360)200

    [12,400](1190)

    905

    1245 (1290) [15,500][15,500] (1550) 1105

    [11,480] (1160)1015

    [15,480] (1500)1215

    1095 (1020) [12,520][16,200] (1565) 1115

    0(0)[0]

    [0](0)0

    285 (285) [2900]

    [2580] (230) 245

    24 E Skelly Dr. at S at S Peoria Ave.

    825(710)

    [9100]

    325(320)

    [4130]

    [3420] (310) 270[1480] (115) 105[4000] (335) 275

    [9230](1000)

    650

    [6970](565)465

    1095 (1020) [12,520][16,200] (1565) 1115

    895(990)

    [11,480]

    1180(1285)

    [15,480]

    1150 (1030) [13,230][13,230] (1335) 925

    0(0)[0]

    [0](0)0

    285 (285) [2900]

    [2580] (230) 245

    Freeway

    Roadway K D T(AADT) T(DHV) T3

    US 75 10 60 8 6 4

    I-44 (I-244 US 75) 10 55 17 14 12

    Arterials

    Peoria/Riverside 10 55 5 5 2

    51st/Skelly 11 65 10 8 4

    41st St 10 60 15 10 8

    61st St 10 55 5 4 2

    I-44 (US 75 to Peoria) 10 55 14 12 10

    14

    15

    16

    4300 (3365)[39,250]

    [33,800]2110 (3790)

    15 US-75 NB On-Ramp at New Connector Road

    105(110)

    [1025]

    [0](0)0

    [400](55) 20

    105 (110) [1025][400] (55) 20

    [3100] (245)390

    495 (355) [4125][400] (55) 20

    390(245)

    [3100]

    16 W Skelly Dr. at New Connector Road

    105(110)

    [1025]

    [3115] (235) 355[400] (55) 20375

    (290) [3515]

    460(345)

    [4140]

    105 (110) [1025][400] (55) 20

    14 W 61st St. S at US-75 NB Ramps

    120(120)

    [1065]

    115 (75) [990]

    0 (0) [0]145 (170) [1590]

    15(10)

    [130]

    [0] (0) 0

    [2070] (160) 260[2300] (300) 185

    495 (355) [4125]

    445(460)

    [4370]

    [4965] (555)405

    205(330)

    [2580]

    [2580] (245)260

    380 (480) [4320]

    245(350)

    [3125]

    [250](35)15

    [150](20)

    5

    [400] (55) 20

    New

     Con

    nector Roa

    d

    1415(1880)

    [16,010]

    1455(1390)

    [16,010]

    430 (580)[5520]

    1465 (1835)[16,700]

    70 (100)[990]

    [5060]385 (630)

    515(680)

    [6440]

    End 1‐way Skelly EB

    March 2017

  • FigureJ-11

    I-44 Corridor (EC-1780)2016 Design

    Traffic VolumesAlt 2 Configuration

    85 (80)[750]

    30 (50)[400]

    35 (35)[400]

    65 (60)[750]

    590 (910)[8250]

    2910(2150)

    [26,000]

    1750(2970)

    [26,000]

    1060(785)

    [9550]

    65(80)

    [750]

    595(1070)[8800]

    1030(760)

    [9200]

    660(1150)[9550]

    MATCH

    LINE A

    18(18)[18]

    Legend

    PM Design Hourly VolumeAM  Design Hourly Volume

    Average Annual Daily Traffic Volume

    S Union Ave.

    S 9thSt. 

    W 51st St.

    S 33rdW

     Ave.S 33

    rdW Ave.

    W 55th Pl.

    W 56th Pl.

    244

    44

    44

    3075 (2290)[27,650]

    [27,650]1870 (3055)

    2

    4

    5

    7

    6

    955 (760)[9000]

    [9000]655 (970)

    20(20)

    [200]

    60(85)

    [800]

    2930(2170)

    [26,200]

    1690(2885)

    [25,200]

    390(420)

    [4400]

    240(280)

    [3400]

    55(45)

    [550]

    65(105)[900]

    3

    2 S 33rd W Ave. at W Skelly Dr.

    250(225)

    [2200]

    30 (85) [650]

    40 (75) [450]15 (15) [250]

    240(130)

    [1400]

    [600] (65) 60[650] (80) 60[150] (55) 5

    340 (375) [3450]

    125(200)

    [1400]

    [1400] (85)95

    515(370)

    [3900]

    [1350] (175)

    85

    500 (360) [3700]

    10(5)

    [100]

    [1050](65)70

    [3100](450)190

    [1850](160)215

    [6000] (675) 475

    [3700] (580) 235

    3 S 33rd W Ave. at I-40 WB Ramps

    280(285)

    [2700]

    130 (230) [1650]

    110 (180) [1800]0 (0) [0]

    410 (515) [4350]

    [1300] (170)

    95

    [3450] (410)240

    340 (375) [3450]

    60(90)

    [750]

    [550](80)35

    [4200](495)365

    [4750] (575) 400

    [6000] (675) 475

    4 S 33rd W Ave. at W 51st St.

    320(290)

    [3100]

    25 (35) [500]

    110 (130) [950]25 (40) [250]

    70(190)[950]

    [200] (10) 10

    [250] (40) 30[700] (80) 70

    355 (335) [3800]

    110(130)

    [1150]

    [750] (165)

    55

    125(255)

    [1700]

    [1700] (205)160

    410 (515) [4350]

    20(35)

    [300]

    [200](90)10

    [3100](365)220

    [500](25)25

    [3800] (480) 255

    [4750] (575) 400

    5 I-44 EB Ramps at W Skelly Dr.

    20 (75) [550]5 (5) [50]

    [3400] (300) 405[500] (70) 110

    410 (305) [3450]

    515(370)

    [3900]

    [1350] (175)

    85

    130(80)

    [600]

    [600] (80)25

    [800](100)

    65

    [100](10)20

    [900] (110) 85

    6 I-44 EB CD Ramps at W Skelly Dr.

    120 (130) [1000]

    [1050] (125) 9090

    (125) [1050]

    [1050] (135)125

    205(230)

    [2200]

    [1000] (130)120

    [50](5)5

    [1150](105)115

    [1200] (110) 120

    7 S 9th St. at W 51st St.

    25 (45) [250]

    90 (120) [1100]170 (210) [1750]

    [650] (90) 35[1700] (105) 215

    [50] (5) 5

    60 (135) [900]

    255(200)

    [2400]

    [2400] (240)215

    240(130)

    [1900]

    [3100] (375)285

    [650](30)45

    [50](5)5

    [200](25)25

    [900] (60) 75

    [1200] (130) 100

    9 S Union Ave. at W 51st St.

    245(145)

    [1795]

    35 (75) [800]

    180 (265) [2265]115 (195) [1290]

    75(90)

    [1065]

    [625] (30) 115

    [695] (55) 40[580] (45) 85

    395 (250) [3220]

    240(130)

    [1900]

    [3100] (375)285

    145(180)

    [2255]

    [4355] (535)330

    415 (350) [3920]

    95(115)

    [1060]

    [750](65)75

    [1975](335)145

    [495](35)30

    [3220] (435) 250

    [4820] (645) 410

    8 S Union Ave. at W Skelly Dr.

    250(150)

    [1910]

    90 (130) [1000]

    10 (35) [170]5 (55) [475]

    60(10)

    [270]

    [1010] (70) 75[830] (95) 85

    [360] (65) 45

    415 (350) [3920]

    205(230)

    [2200]

    [1000] (130)120

    280(205)

    [2615]

    [1645] (220)105

    315 (165) [2245]

    5(5)

    [65]

    [460](70)110

    [2845](475)165

    [1515](100)135

    [4820] (645) 410

    [3375] (575) 220

    1100 (1870)[16,850]

    1850 (1365)[16,450]

    2750 (2095)[25,100]

    [25,500]1725 (2815)

    Freeway

    Roadway K D T(AADT) T(DHV) T3

    I-44 (West of I-244) 10 60 17 12 13

    I-44 (I-244 to US-75) 10 55 17 14 12

    Arterials

    Gilcrease Expwy. 10 55 7 5 3

    51st/Skelly/Union 11 65 10 8 4

    33rd St 10 55 3 2 0

    I-244 10 60 10 6 7

    W 51st St. 9

    8

    225 (320)[3100]

    2955 (2180)[26,450]

    [26,450]1770 (2925)

    2690 (1920)[24,050]

    [23,350]1545 (2605)

    W 51st St.

    Gilcrease

    Expy.

    1

    500 (230)[3350]

    1 W 51st St. S at Gilcrease Expwy.

    375(470)

    [4350]

    30 (30) [350]

    145 (130) [1300]15 (10) [100]

    100(140)

    [1300]

    [200] (20) 30

    [100] (10) 10[0] (0) 0

    435 (520) [4900]

    40(30)

    [300]

    [3650] (390)210

    145(180)

    [1750]

    [1750] (170)190

    655 (970) [9000]

    180(360)

    [3350]

    [200](20)15

    [4350](400)310

    [350](30)35

    [4900] (450) 360

    [5650] (530) 455

    265 (260)[2400]

    265 (260)[2400]

    March 2017

  • FigureJ-12

    I-44 Corridor (EC-1780)2016 Design

    Traffic VolumesAlt 2 Configuration

    18(18)[18]

    Legend

    PM Design Hourly VolumeAM  Design Hourly Volume

    Average Annual Daily Traffic Volume

    MATCH

    LINE A

    3290(2045)

    [25,500]

    1545(3035)

    [25,500]

    10

    3770(2400)

    [30,400]

    1925(3685)

    [30,400]

    4005 (3130)[37,550]

    [37,550]2720 (4170)

    740 (740)[7900]

    240 (350)[3150]

    600 (700)[7900]

    330 (300)[3150]

    21 E 51st St. S at Riverside Dr.

    60 (130) [1250]

    225 (380) [2900]

    1025(810)

    [9100]

    [10,350](1135)

    700

    1085 (940) [10,350][10,350] (1135) 700

    [4150] (510)285

    1025 (810) [9100][13,250] (1515) 925

    0(0)[0]

    [0](0)0

    12 US-75 NB On-Ramp at S Tacoma Ave.

    85(60)

    [800]

    [150](15)20

    [650](70) 40

    85 (60) [800][800] (85) 60

    [2750] (290)215

    280 (335) [3400][650] (70) 40

    195(275)

    [2600]

    S Peoria Ave

    Riverside Dr.

    E Skelly Dr.

    E 51st St. S

    W 51st St. SS Elwoo

    d Av

    eS Elwoo

    d Av

    e

    W 41st St

    W 61st St. S

    44

    10 W 41st St. S at US-75 SB Ramps

    70 (145) [1250]155 (225) [2300]

    [0] (0) 0[2300] (200) 215

    [1500](145)110

    [0](0) 0

    [1250](100)145

    [2750] (245) 255

    315(380)

    [3800]

    [3800] (370)265

    360(300)

    [3550]

    [3550] (370)225

    [2750] (325) 170

    [1500] (180) 100

    0 (0) [0]

    11 W 41st St. S at US-75 NB Off-Ramp / S Tacoma Ave.

    60(30)

    [450]

    65 (135) [1200]

    0 (0) [0]75 (180) [1500]

    100(40)

    [800]

    [0] (0) 0[1750] (170) 155[1800] (130) 205

    [550](60)30

    [0](0) 0

    [100](10)10

    280 (335) [3400][650] (70) 40

    360(300)

    [3550]

    [3550] (370)225

    315(180)

    [2700]

    [2700] (315)140

    280 (200) [2750]

    120(130)

    [1500]

    13 W 61st St. S at US-75 SB Ramps

    50 (60) [570]170 (220) [2010]

    [0] (0) 0[2310] (215) 270

    [1550](125)

    80

    [0](0) 0

    [850](115)

    60

    [2400] (240) 140

    460(450)

    [4690]

    [3560] (345)250

    330(330)

    [3160]

    [2580] (280)220

    [2950] (295) 240

    [2380] (235) 190

    0 (0) [0]

    440 (580)[5500]

    265 (260)[2400]

    70 (65)[700]

    945 (695)[8700]

    555 (520)[5500]

    620 (1045)[8700]

    65 (75)[700]

    3730(2520)

    [30,950]

    2025(3740)

    [30,950]

    3225(2135)

    [25,500]

    1630(2955)

    [25,500]

    4380 (3655)[42,250]

    [42,250]3185 (4600)

    1020 (1070)[12,050]

    1025 (1250)[12,050]

    4110 (3255)[37,500]

    [37,500]2685 (4210)

    12

    11

    13

    17 I-44 EB Ramps at W Skelly Dr.

    90 (125) [1040]145 (285) [2200]

    [2500] (240) 230

    [640] (20) 65

    375 (525) [4700]

    295(260)

    [3140]

    [1040] (125)

    90

    65(20)

    [640]

    [3240] (410)235

    17

    1818 W 51st St. S at I-44 WB Off-Ramp

    265(230)

    [2600]

    50 (110) [900]

    [900] (135) 7575(135) [900]

    [3000] (310)250

    340(365)

    [3500]

    [900] (110)

    50

    465 (430) [4700]

    200(200)

    [2100]

    20

    19

    19 W 51st St. S at S Elwood Ave.

    60 (25) [550]

    [1300] (115) 160[2200] (250) 180

    [810](105)

    40

    [1040](160)

    70

    [1850] (265) 110

    340(365)

    [3500]

    [900] (110)

    50

    250(410)

    [3240]

    [640] (30)7010 (5) [90]

    220 (140) [1850]

    20 W Skelly Dr. at S Elwood Ave.

    20 (5) [70]230 (405) [3170]

    5(15)[30]

    [610] (15) 65[30] (5) 065

    (20) [640]

    [3240] (410)235

    70(30)

    [640]

    [3240] (410)250

    10 (20) [100]

    5(5)

    [70]

    [100] (10) 20

    21

    22

    23

    24

    22 E Skelly Dr. at Riverside Dr.

    1025(810)

    [9100]

    300(250)

    [2900]

    [12,000](1395)

    805

    [1250](120)120

    1025 (810) [9100][13,250] (1515) 925

    420(370)

    [4150]

    1325 (1060) [12,000][12,000] (1395) 805

    0(0)[0]

    [0](0)0

    23 E 51st St. S at S Peoria Ave.

    230(240)

    [2700]

    350 (450) [5000]

    160 (290) [2950]210 (200) [1800]

    615(550)

    [7000]

    [2400](280)155

    [9600](920) 700

    965 (1000) [12,000][12,000] (1200) 855

    [8900] (900)785

    [12,000] (1160)

    940

    845 (790) [9700][12,550] (1210) 860

    0(0)[0]

    [0](0)0

    220 (220) [2250]

    [2000] (180) 190

    24 E Skelly Dr. at S at S Peoria Ave.

    635(550)

    [7050]

    250(250)

    [3200]

    [2650] (240) 210[1150] (90) 80[3100] (260) 210

    [7150](770) 500

    [5400](440)360

    845 (790) [9700][12,550] (1210) 860

    690(770)

    [8900]

    910(1000)

    [12,000]

    885 (800) [10,250][10,250] (1030) 710

    0(0)[0]

    [0](0)0

    220 (220) [2250]

    [2000] (180) 190

    Freeway

    Roadway K D T(AADT) T(DHV) T3

    US 75 10 60 8 6 4

    I-44 (I-244 US 75) 10 55 17 14 12

    Arterials

    Peoria/Riverside 10 55 5 5 2

    51st/Skelly 11 65 10 8 4

    41st St 10 60 15 10 8

    61st St 10 55 5 4 2

    I-44 (US 75 to Peoria) 10 55 14 12 10

    14

    15

    16

    3060 (2435)[28,850]

    [23,350]1545 (2605)

    15 US-75 NB On-Ramp at New Connector Road

    170(210)

    [2010]

    [0](0)0

    [880](100)

    60

    170 (210) [2010][880] (100) 60

    [2400] (190)300

    470 (400) [4410][880] (100) 60

    300(190)

    [2400]

    16 W Skelly Dr. at New Connector Road

    45 (70) [565]5 (70) [345]

    70(60)

    [710]

    [2300] (175) 265[315] (30) 15280

    (205) [2615]

    [1645] (220)105

    335(235)

    [3010]

    [910] (140)

    50

    170 (210) [2010]

    100(150)

    [1300]

    [880] (100) 60

    14 W 61st St. S at US-75 NB Ramps

    145(175)

    [1600]

    125 (105) [1200]

    0 (0) [0]75 (85) [800]

    10(5)

    [100]

    [0] (0) 0

    [1610] (120) 200[1550] (210) 130

    470 (400) [4410]

    330(330)

    [3160]

    [2580] (280)220

    160(250)

    [2000]

    [2000] (190)200

    260 (310) [2950]

    105(130)

    [1250]

    [530](65)40

    [350](35)20

    [880] (100) 60

    New

     Con

    nector Roa

    d

    160 (245)[2400]

    885(1305)

    [11,100]1105(940)

    [11,100]

    1175 (1565)[14,200]

    60 (75)[760]

    [2860]215 (335)

    505(655)

    [6200]

    March 2017

  • FigureJ-13

    I-44 Corridor (EC-1780)2045 Design

    Traffic VolumesAlt 2 Configuration

    320 (240)[3200]

    150 (130)[1400]

    130 (150)[1400]

    210 (400)[3200]

    850 (1530)[14,000]

    4020(3180)

    [35,400]

    2420(4020)

    [35,400]

    1500(1200)

    [13,050]

    80(100)[960]

    830(1340)

    [10750]

    1420(950)

    [11,250]

    910(1440)

    [11,710]

    MATCH

    LINE A

    18(18)[18]

    Legend

    PM Design Hourly VolumeAM  Design Hourly Volume

    Average Annual Daily Traffic Volume

    S Union Ave.

    S 9thSt. 

    W 51st St.

    S 33rdW

     Ave.S 33

    rdW Ave.

    W 55th Pl.

    W 56th Pl.

    244

    44

    4720 (3550)[41,020]

    [41,020]2595 (4555)

    2

    4

    5

    7

    6

    1950 (1430)[17,200]

    [17,200]1060 (1930)

    30(30)

    [300]

    90(130)

    [1200]

    4050(3210)

    [35,700]

    2330(3890)

    [34,200]

    585(630)

    [6600]

    360(420)

    [5100]

    75(60)

    [710]

    85(135)

    [1170]

    3

    2 S 33rd W Ave. at W Skelly Dr.

    320(290)

    [2840]

    40 (110) [860]

    50 (95) [580]20 (20) [330]

    310(165)

    [1810]

    [770] (85) 75[840] (105) 80[190] (70) 10

    435 (485) [4470]

    165(260)

    [1800]

    [1800] (110)125

    670(475)

    [5040]

    [1770] (225)110

    645 (465) [4780]

    15(10)

    [130]

    [1340](80)90

    [4010](585)250

    [2390](205)280

    [7740] (870) 620

    [4780] (750) 310

    3 S 33rd W Ave. at I-40 WB Ramps

    360(365)

    [3480]

    170 (300) [2140]

    145 (230) [2320]0 (0) [0]

    530 (665) [5620]

    [1690] (225)120

    [4460] (530)315

    435 (485) [4470]

    75(120)[990]

    [700](105)

    45

    [5420](640)475

    [6120] (745) 520

    [7740] (870) 620

    4 S 33rd W Ave. at W 51st St.

    415(375)

    [4000]

    35 (50) [660]

    145 (170) [1220]30 (50) [330]

    90(245)

    [1220]

    [250] (10) 15

    [330] (50) 40[900] (105) 90

    465 (435) [4910]

    145(165)

    [1480]

    [980] (210)

    70

    165(330)

    [2210]

    [2210] (270)210

    530 (665) [5620]

    25(45)

    [400]

    [250](115)

    15

    [4000](470)285

    [660](35)35

    [4910] (620) 335

    [6120] (745) 520

    5 I-44 EB Ramps at W Skelly Dr.

    25 (95) [710]10 (10) [70]

    [4390] (385) 520[650] (90) 150

    530 (395) [4460]

    670(475)

    [5040]

    [1770] (225)110

    175(105)[780]

    [780] (105)

    35

    [1060](130)

    85

    [130](15)25

    [1190] (145) 110

    6 I-44 EB CD Ramps at W Skelly Dr.

    155 (170) [1285]

    [1350] (155) 120

    120(155)

    [1350]

    [1350] (180)165

    255(260)

    [2755]

    [1285] (170)155

    [65](10)10

    [1405](105)135

    [1470] (115) 145

    7 S 9th St. at W 51st St.

    35 (55) [330]

    130 (135) [1340]225 (270) [2250]

    [840] (115) 45[2190] (135) 280

    [60] (10) 10

    80 (170) [1170]

    335(260)

    [3090]

    [3090] (310)285

    310(165)

    [2450]

    [3920] (460)390

    [840](40)60

    [70](5)5

    [260](30)30

    [1170] (75) 95

    [1470] (150) 145

    9 S Union Ave. at W 51st St.

    315(190)

    [2425]

    45 (95) [955]

    210 (320) [2675]160 (220) [1520]

    95(125)

    [1410]

    [810] (40) 155

    [880] (75) 55[760] (50) 100

    515 (325) [4190]

    310(165)

    [2450]

    [3920] (460)390

    185(245)

    [2935]

    [5150] (635)415

    545 (470) [5250]

    135(155)

    [1415]

    [985](85)95

    [2560](435)190

    [645](45)35

    [4190] (565) 320

    [5995] (805) 500

    8 S Union Ave. at W Skelly Dr.

    325(200)

    [2460]

    125 (180) [1495]

    20 (45) [280]30 (95) [740]

    70(10)

    [275]

    [1295] (90) 95[915] (95) 90

    [545] (75) 70

    545 (470) [5250]

    255(260)

    [2755]

    [1285] (170)155

    305(205)

    [2855]

    [2515] (320)175

    400 (215) [2840]

    5(5)

    [105]

    [440](70)120

    [3890](635)235

    [1665](100)145

    [5995] (805) 500

    [4715] (755) 325

    2520 (1980)[22,350]

    4300 (3300)[37,750]

    [38,250]2400 (4250)

    Freeway

    Roadway K D T(AADT) T(DHV) T3

    I-44 (West of I-244) 10 60 17 12 13

    I-44 (I-244 to US-75) 10 55 17 14 12

    Arterials

    Gilcrease Expwy. 10 55 7 5 3

    51st/Skelly/Union 11 65 10 8 4

    33rd St 10 55 3 2 0

    I-244 10 60 10 6 7

    9

    8

    340 (615)[5750]

    4575 (3435)[39,550]

    [39,550]2450 (4405)

    3975 (2885)[34,720]

    [33,800]2110 (3790)

    1A W 51st St. S at Gilcrease Expwy. SB Ramps

    150 (170) [1360]375 (695) [4580]

    [2840] (270) 440[4100] (310) 6501090

    (580) [6940]

    [6940] (975)570

    530(345)

    [3680]

    [5940] (865)525

    [2360](280)195

    [0](0)0

    [840](75)90

    [3200] (355) 285

    [5460] (480) 800

    1000(1485)

    [14,940]

    1435(1305)

    [14,940]

    1B1A W 51st St.

    44

    1B W 51st St. S at Gilcrease Expwy. NB Ramps

    0(0)[0]

    70 (105) [840]180 (265) [1840]

    125(150)

    [1360]

    [2360] (200) 340

    [1320] (145) 190

    410 (305) [3200]

    530(345)

    [3680]

    [5940] (865)525

    315(295)

    [2680]

    [2680] (370)250

    470 (750) [5460]

    345(600)

    [4100]

    1420 (2570)[22,850]

    600 (550)[4830]

    March 2017

  • FigureJ-14

    I-44 Corridor (EC-1780)2045 Design

    Traffic VolumesAlt 2 Configuration

    18(18)[18]

    Legend

    PM Design Hourly VolumeAM  Design Hourly Volume

    Average Annual Daily Traffic Volume

    MATCH

    LINE A

    4660(2765)

    [35,500]

    2105(4245)

    [35,500]

    10

    5370(3560)

    [45,070]

    3005(5445)

    [45,070]

    5510 (4250)[50,500]

    [50,500]3575 (5625)

    955 (955)[10,200]

    310 (450)[4050]

    775 (900)[10,200]

    425 (390)[4050]

    21 E 51st St. S at Riverside Dr.

    80 (170) [1610]

    290 (490) [3720]

    1450(1150)

    [12,940]

    [14,550](1595)

    985

    1530 (1320) [14,550][14,550] (1595) 985

    [5330] (660)370

    1450 (1150) [12,940][18,270] (2085) 1275

    0(0)[0]

    [0](0)0

    12 US-75 NB On-Ramp at S Tacoma Ave.

    110(75)

    [1030]

    [190](20)25

    [840](95) 55

    110 (75) [1030][1030] (115) 80

    [3550] (385)275

    360 (440) [4390][840] (95) 55

    250(365)

    [3360]

    S Peoria Ave

    Riverside Dr.

    E Skelly Dr.

    E 51st St. S

    W 51st St. SS Elwoo

    d Av

    eS Elwoo

    d Av

    e

    W 41st St

    W 61st St. S

    44

    10 W 41st St. S at US-75 SB Ramps

    90 (190) [1610]200 (290) [2960]

    [0] (0) 0[2960] (260) 280

    [1930](185)140

    [0](0) 0

    [1620](145)190

    [3550] (330) 330

    410(490)

    [4890]

    [4890] (475)340

    470(405)

    [4580]

    [4570] (480)290

    [3540] (420) 220

    [1930] (230) 130

    0 (0) [0]

    11 W 41st St. S at US-75 NB Off-Ramp / S Tacoma Ave.

    80(40)

    [580]

    80 (180) [1560]

    0 (0) [0]95 (235) [1930]

    130(55)

    [1030]

    [0] (0) 0[2250] (220) 200[2330] (185) 270

    [710](80)40

    [0](0) 0

    [130](15)15

    360 (440) [4390][840] (95) 55

    470(405)

    [4580]

    [4570] (480)290

    415(255)

    [3490]

    [3490] (415)175

    365 (260) [3540]

    155(165)

    [1930]

    13 W 61st St. S at US-75 SB Ramps

    60 (95) [825]215 (290) [2590]

    [0] (0) 0[2970] (270) 350

    [2000](160)105

    [0](0) 0

    [1100](150)

    75

    [3100] (310) 180

    635(605)

    [6465]

    [4590] (450)320

    425(420)

    [4070]

    [3415] (385)275

    [4320] (430) 345

    [3495] (335) 285

    0 (0) [0]

    430 (580)[5520]

    600 (550)[4830]

    95 (90)[920]

    1200 (875)[11,180]

    255 (515)[4830] 650 (505)

    [5520]

    815 (1330)[11,180]

    85 (100)[920]

    5360(3795)

    [46,290]

    3170(5565)

    [46,290]

    4570(2890)

    [35,510]

    2215(4155)

    [35,510]

    5945 (4890)[56,120]

    [56,120]4145 (6125)

    1320 (1380)[15,530]

    1325 (1610)[15,530]

    5595 (4380)[49,970]

    [49,970]3500 (5620)

    12

    11

    13

    17 I-44 EB Ramps at W Skelly Dr.

    110 (160) [1375]185 (365) [2830]

    [2790] (275) 250

    [800] (10) 85

    435 (640) [5620]

    335(285)

    [3590]

    [1375] (160)110

    85(10)

    [800]

    [4205] (525)295

    17

    1818 W 51st St. S at I-44 WB Off-Ramp

    340(295)

    [3350]

    85 (130) [1085]

    [1140] (175) 9595(175)

    [1140]

    [3355] (335)315

    435(470)

    [4490]

    [1085] (130)

    85

    570 (500) [5620]

    230(205)

    [2270]

    20

    19

    19 W 51st St. S at S Elwood Ave.

    70 (15) [690]

    [1660] (150) 205[2830] (320) 230

    [975](125)

    65

    [1375](205)

    80

    [2350] (330) 145

    435(470)

    [4490]

    [1085] (130)

    85

    310(525)

    [4205]

    [800] (20)9020 (5) [110]

    275 (165) [2350]

    20 W Skelly Dr. at S Elwood Ave.

    25 (10) [100]285 (515) [4105]

    5(15)[40]

    [760] (5) 85[40] (5) 085

    (10) [800]

    [4205] (525)295

    90(20)

    [800]

    [4205] (525)310

    15 (25) [140]

    10(10)

    [100]

    [140] (15) 25

    21

    22

    23

    24

    22 E Skelly Dr. at Riverside Dr.

    1450(1150)

    [12,940]

    390(320)

    [3720]

    [16,660](1930) 1120

    [1610](155)155

    1450 (1150) [12,940][18,270] (2085) 1275

    545(475)

    [5330]

    1840 (1470) [16,660][16,660] (1930) 1120

    0(0)[0]

    [0](0)0

    23 E 51st St. S at S Peoria Ave.

    300(310)

    [3480]

    450 (580) [6460]

    210 (375) [3800]270 (260) [2320]

    795(710)

    [9040]

    [3100](360)200

    [12,400](1190)

    905

    1245 (1290) [15,500][15,500] (1550) 1105

    [11,480] (1160)1015

    [15,480] (1500)1215

    1095 (1020) [12,520][16,200] (1565) 1115

    0(0)[0]

    [0](0)0

    285 (285) [2900]

    [2580] (230) 245

    24 E Skelly Dr. at S at S Peoria Ave.

    825(710)

    [9100]

    325(320)

    [4130]

    [3420] (310) 270[1480] (115) 105[4000] (335) 275

    [9230](1000)

    650

    [6970](565)465

    1095 (1020) [12,520][16,200] (1565) 1115

    895(990)

    [11,480]

    1180(1285)

    [15,480]

    1150 (1030) [13,230][13,230] (1335) 925

    0(0)[0]

    [0](0)0

    285 (285) [2900]

    [2580] (230) 245

    Freeway

    Roadway K D T(AADT) T(DHV) T3

    US 75 10 60 8 6 4

    I-44 (I-244 US 75) 10 55 17 14 12

    Arterials

    Peoria/Riverside 10 55 5 5 2

    51st/Skelly 11 65 10 8 4

    41st St 10 60 15 10 8

    61st St 10 55 5 4 2

    I-44 (US 75 to Peoria) 10 55 14 12 10

    14

    15

    16

    4310 (3375)[39,320]

    [33,800]2110 (3790)

    15 US-75 NB On-Ramp at New Connector Road

    265(345)

    [3090]

    [0](0)0

    [1215](160)

    70

    265 (345) [3090][1215] (160) 70

    [3100] (245)390

    655 (590) [6190][1215] (160) 70

    390(245)

    [3100]

    16 W Skelly Dr. at New Connector Road

    50 (105) [815]15 (85) [450]

    105(110)

    [1025]

    [2455] (150) 285[400] (55) 20305

    (205) [2855]

    [2515] (320)175

    390(260)

    [3480]

    [1265] (190)

    65

    265 (345) [3090]

    160(235)

    [2065]

    [1215] (160) 70

    14 W 61st St. S at US-75 NB Ramps

    230(300)

    [2570]

    165 (130) [1550]

    0 (0) [0]95 (115) [1030]

    15(10)

    [130]

    [0] (0) 0

    [2070] (160) 260[2000] (260) 165

    655 (590) [6190]

    425(420)

    [4070]

    [3415] (385)275

    205(330)

    [2580]

    [2580] (245)260

    380 (480) [4320]

    135(170)

    [1620]

    [765](100)

    45

    [450](60)25

    [1215] (160) 70

    New

     Con

    nector Roa