Design Traffic Technical Memorandum 64 | P a g e

SR 595/Alternate US 19 Corridor Study From Park Street North to Belleair Road in Pinellas County

Table 4-10: Recommended Improvements for Alternative US 19

Intersection Improvements

Park Street

1. Add two additional eastbound and westbound through lanes. 2. Add one additional northbound and southbound through lane. 3. Add a right turn lane to eastbound approach and channelize. Also channelize the existing right

turn lanes. 4. Add an additional left turn lane to the eastbound, southbound, and northbound approaches. 5. Remove the split signal timing and modify cycle length, splits, and lag/lead options for

enhanced operation.

95th Street 1. Add two additional eastbound and westbound through lanes. 2. Modify signal cycle length, splits, and lag/lead options for enhanced operation.

100th Way

1. Add two additional eastbound and westbound through lanes. 2. Add one westbound right turn lane. 3. Add a westbound left turn lane. 4. Add a left turn lane to the southbound and northbound approaches. The through movement

can be combined with one of the left turn lanes. 5. Modify signal cycle length, splits, and lag/lead options for enhanced operation.

Park Boulevard*

1. Add channelized right turn lanes for all approaches. 2. Add a left turn lane for the southbound and westbound approaches. 3. Add an additional through lane for eastbound and westbound approaches. 4. Modify signal cycle length, splits, and lag/lead options for enhanced operation.

102nd Avenue*

1. Add right turn lanes for eastbound northbound, and southbound approaches. 2. Add two westbound left turn lanes. 3. Add one eastbound left turn lane to the eastbound and southbound approaches. 4. Add one lane to the southbound departure to aid the westbound left turning movement. 5. Modify signal cycle length, splits, and lag/lead options for enhanced operation.

Lark Drive

1. Add one channelized northbound right turn lane. 2. Add one eastbound left turn lane. 3. Add one southbound left turn lane. 4. Add one lane to the southbound departure to aid the westbound left turning movement. 5. Modify signal cycle length, splits, and lag/lead options for enhanced operation.

Ulmerton Road*

1. Channelize right turn lanes for all approaches. 2. Add two southbound and westbound left turn lanes. 3. Add one eastbound left turn lane. 4. Add three eastbound and westbound through lanes. 5. Add one through lane northbound. 6. Add one departure lane southbound that will continue to Lark Drive and become the left turn

lane at Lark Drive. 7. Modify signal cycle length, splits, and lag/lead options for enhanced operation.

Bay Drive

1. Channelize right turn lanes for southbound, northbound, and westbound approaches. 2. Add two eastbound and westbound through lanes. 3. Add one one southbound and westbound left turn lanes. 4. Protect left turn movements. 5. Modify signal cycle length, splits, and lag/lead options for enhanced operation.

Rosery Road 1. Add one right turn lane for all movements. 2. Add one westbound and eastbound left turn lane. 3. Modify signal cycle length, splits, and lag/lead options for enhanced operation.

Belleair Road 1. Add one westbound left turn lane. 2. Modify signal cycle length, splits, and lag/lead options for enhanced operation.

* Improvements obtained LOS E in Synchro intersection analysis. Other evaluation methods may be needed to improve these intersections.

Design Traffic Technical Memorandum 65 | P a g e

SR 595/Alternate US 19 Corridor Study From Park Street North to Belleair Road in Pinellas County

Figure 4-16: Design Year (2040) Build Design Traffic Volumes and Lane Configuration Segment (Park Street North to Tom Stuart Causeway)

Signalized ntersec on

AADT

A ea our olumes

2, 00

xxx xxx

age of

US Alt 19 at Park St.

1

US Alt 19 at 95th St.

2

US Alt 19 at 100th Way

3

Sources: Esri, HERE, DeLorme, USGS, Intermap, increment P Corp., NRCAN, Esri

Japan, METI, Esri China (Hong Kong), Esri (Thailand), TomTom, MapmyIndia, ©OpenStreetMap contributors, and the GIS User Community

0 0.40.2

Miles

313 1,578 726 (1,330)

(764) (981)

887 (1,089)

984 836

(587) (626)

91 145 442 6 263 (275)

(121) (36) (468) (1) 1,437 (1,943)

583 (58)

1 (8)

(7) 13

(163) 114

(1,406) 1,771 0 46 21 52

(38) 570 (0) (373) (32) (242)

132 32 149 0 60 (158)

(158) (2) (150) (0) 2,084 (2,051)

323 (65)

1 (2)

(1) 3

(113) 115

(1,986) 1,944 0 11 9 56

(8) 46 (0) (25) (25) (252)

664 677 550 0 684 (564)

(387) (728) (542) (1) 1,348 (1,285)

32 (54)

0 (2)

(2) 0

(436) 324

(1,533) 1,368 2 655 703 27

(495) 584 (2) (699) (659) (25)

40,400

33,700

44,800

14,500

14,700

6,700

4,20052,700 40,400

29,600

44,100

48,800

Design Traffic Technical Memorandum 66 | P a g e

SR 595/Alternate US 19 Corridor Study From Park Street North to Belleair Road in Pinellas County

Figure 4-17: Design Year (2040) Build Design Traffic Volumes and Lane Configuration Segment (Tom Stuart Causeway to Park Boulevard)

Sources: Esri, HERE, DeLorme, USGS, Intermap, increment P Corp., NRCAN, Esri

Japan, METI, Esri China (Hong Kong), Esri (Thailand), TomTom, MapmyIndia, ©OpenStreetMap contributors, and the GIS User Community

0.1 0 0.10.05

Miles

Signalized ntersec on

AADT

A ea our olumes

2, 00

xxx xxx

age 2 of

US Alt 19 at Park Blvd.

7 207 1,236 595 16 576 (590)(174) (1,152) (698) (30) 1,232 (1,321)443 (532)

7 (4)

(1) 0

(210) 96

(1,061) 1,419 17 200 1,219 614

(269) 156 (20) (299) (1,070) (503)

183 1,660 27 22 19 (23)

(109) (1,884) (27) (31) 54 (61)

143 (150)

0 (0)

(0) 0

(65) 60

(45) 86 1 60 1,894 165

(115) 97 (5) (91) (1,765) (96)

17 1,834 103 3 158 (121)

(48) (1,894) (173) (6) 0 (1)

71 (90)

0 (0)

(0) 0

(32) 32

(0) 0 2 9 1,829 163

(15) 19 (0) (19) (1,759) (71)

69 1,592 186 2 343 (245)

(261) (1,497) (230) (14) 130 (185)

43 (45)

0 (0)

(0) 0

(116) 104

(135) 109 0 122 1,560 63

(268) 348 (4) (211) (1,634) (41)

43,900

35,700 52,300

43,800

5,200 5,000

45,300

1,100 4,900

42,800

12,000 11,000

40,400

Design Traffic Technical Memorandum 67 | P a g e

SR 595/Alternate US 19 Corridor Study From Park Street North to Belleair Road in Pinellas County

Figure 4-18: Design Year (2040) Build Design Traffic Volumes and Lane Configuration Segment (Park Boulevard to Walsingham Road)

Sources: Esri, HERE, DeLorme, USGS, Intermap, increment P Corp., NRCAN, Esri

Japan, METI, Esri China (Hong Kong), Esri (Thailand), TomTom, MapmyIndia, ©OpenStreetMap contributors, and the GIS User Community

0.15 0 0.150.075

Miles

Signalized ntersec on

AADT

A ea our olumes

2, 00

xxx xxx

age 3 of

US Alt 19 at 110th Ave.

11

US Alt 19 at Walsingham Rd.

12

US Alt 19 at 102nd Ave.

10

122 1,512 3 0 6 (31)

(176) (1,447) (12) (2) 38 (62)

96 (47)

0 (0)

(3) 3

(150) 186

(47) 26 1 194 1,485 22

(241) 262 (5) (233) (1,567) (39)

73 1,757 13 2 44 (47)

(62) (1,609) (23) (8) 13 (22)

93 (69)

0 (0)

(0) 0

(30) 34

(36) 6 0 83 1,572 90

(102) 143 (8) (93) (1,723) (67)

185 1,054 645 1 460 (514)

(115) (1,207) (416) (3) 884 (1,101)

601 (515)

29 (9)

(0) 3

(215) 54

(929) 1,214 12 152 1,196 558

(118) 96 (22) (176) (1,199) (374)

68 1,668 23 4 8 (6)

(183) (1,711) (9) (6) 5 (5)

6 (7)

0 (0)

(0) 0

(125) 134

(25) 16 28 74 1,644 8

(130) 154 (6) (131) (1,753) (10)

92 1,803 4 0 5 (8)

(82) (1,660) (9) (3) 10 (12)

46 (41)

0 (0)

(0) 0

(154) 128

(15) 2 23 73 1,799 1

(230) 68 (36) (72) (1,779) (9)

37,800

10,200 3,000

39,400

3,900 3,200

40,400

29,200 45,700

41,000

6,500 400

40,600

4,600 1,300

43,900

Design Traffic Technical Memorandum 68 | P a g e

SR 595/Alternate US 19 Corridor Study From Park Street North to Belleair Road in Pinellas County

Figure 4-19: Design Year (2040) Build Design Traffic Volumes and Lane Configuration Segment (Walsingham Road to Bay Drive)

US Alt 19 at Bay Dr.

17

Sources: Esri, HERE, DeLorme, USGS, Intermap, increment P Corp., NRCAN, Esri

Japan, METI, Esri China (Hong Kong), Esri (Thailand), TomTom, MapmyIndia, ©OpenStreetMap contributors, and the GIS User Community

0.1 0 0.10.05

Miles

Signalized ntersec on

AADT

A ea our olumes

2, 00

xxx xxx

age of

15

US Alt 19 at Ulmerton Rd.

US Alt 19 at Lark Dr.

14

332 1,143 344 15 422 (414)

(257) (1,128) (436) (13) 1,497 (1,378)

384 (510)

0 (0)

(0) 0

(226) 143

(1,450) 1,534 0 225 1,085 468

(17) 16 (1) (256) (1,092) (429)

150 1,403 87 2 76 (68)

(135) (1,434) (73) (0) 158 (187)

103 (110)

0 (0)

(0) 0

(203) 216

(191) 216 2 287 1,490 99

(243) 205 (11) (262) (1,469) (135)

179 1,100 432 21 433 (468)

(299) (945) (444) (44) 2,015 (2,126)

493 (582)

5 (16)

(13) 8

(463) 325

(1,789) 2,240 16 232 1,145 432

(223) 122 (10) (277) (1,186) (353)

81 1,457 111 37 62 (85)

(49) (1,494) (103) (40) 12 (29)

236 (223)

0 (0)

(0) 0

(102) 95

(28) 35 8 54 1,620 175

(51) 51 (11) (60) (1,578) (208)

88 1,602 25 0 10 (15)

(89) (1,611) (15) (0) 8 (14)

33 (19)

0 (0)

(0) 0

(71) 91

(10) 0 1 112 1,648 7

(74) 77 (5) (95) (1,642) (27)

39,200

39,200 49,200

38,000

13,600 7,800

40,100

57,600 68,200

39,000

4,200 7,200

39,700

37,800

3,600 1,100

Design Traffic Technical Memorandum 69 | P a g e

SR 595/Alternate US 19 Corridor Study From Park Street North to Belleair Road in Pinellas County

Figure 4-20: Design Year (2040) Build Design Traffic Volumes and Lane Configuration Segment (Bay Drive to Belleair Road)

94 1,252 128 3 73 (94)

(68) (1,327) (200) (5) 348 (214)

263 (323)

0 (0)

(0) 0

(140) 125

(374) 346 5 125 1,412 180

(71) 69 (10) (94) (1,253) (232)

94 1,463 26 7 15 (22)

(74) (1,638) (5) (6) 21 (12)

20 (27)

0 (0)

(0) 0

(113) 74

(18) 45 10 64 1,466 27

(80) 75 (10) (85) (1,323) (29)

14 1,372 52 0 67 (84)

(70) (1,449) (39) (1) 46 (40)

98 (87)

0 (0)

(0) 0

(86) 81

(55) 44 2 42 1,370 51

(103) 118 (21) (102) (1,254) (88)

161 1,277 131 16 118 (130)

(105) (1,258) (210) (13) 405 (372)

287 (245)

0 (0)

(0) 0

(207) 239

(343) 296 27 151 1,226 195

(85) 99 (47) (215) (1,180) (156)

9 1,658 25 39 50 (35)

(8) (1,691) (19) (14) 4 (4)

85 (110)

0 (0)

(0) 0

(38) 35

(0) 0 5 16 1,585 88

(14) 17 (20) (37) (1,613) (24)

Sources: Esri, HERE, DeLorme, USGS, Intermap, increment P Corp., NRCAN, Esri

Japan, METI, Esri China (Hong Kong), Esri (Thailand), TomTom, MapmyIndia, ©OpenStreetMap contributors, and the GIS User Community

0.1 0 0.10.05

Miles

US Alt 19 at Belleair Rd.

22

US Alt 19 at Rosery Rd.

19

Signalized ntersec on

AADT

A ea our olumes

2, 00

xxx xxx

age of

34,200

12,500 14,600

36,800

4,500 1,300

33,500

5,200 4,500

33,900

14,700 17,300

37,000

1,200 3,200

39,200