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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