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63 <br /> lib <br /> output can be found in Appendix II.Figure 21 graphically depicts the worst case(AM or PM peak)LOS for signalized <br /> intersections and unsignalized approaches, as well as identifying locations with potential for queuing problems. <br /> 5b. <br /> Figure 20: Peak Hour Turning Movements at Priority Intersections <br /> Third Street Fourth Street Fifth Street <br /> (12) (51) (21) '` B (7) 2 (18) (15) (199) (27) 38 (98) <br /> 11 47 18 238 (368) -^ 232 (419) 16 246 40 159 (249) 217 (267) <br /> (` Y 12 (31) Y 8 (12) ') I � 105 (113) Y 249 (146) U570 LEGEND <br /> (9) 8 J '} f r (10) 5 J , (14) 12 J , (' (' — Existing Roadway <br /> (254) 333 , 109 33 41 (373) 374 — 21 9 12 (146) 204 — 89 156 67 (167) 212 T 712 156 -- Future Roadway <br /> (87) 94 -y (69) (36) (24) (19) 9 (27) (20) (21) (112) 162 (110)(308)(123) (134) 348 (331) (154) Existing Stop Controlled Approach <br /> Existing Signalized Intersection <br /> Third Street Fourth Street Fifth Street SR 1914 Turning Movement <br /> {aurkhorn Road) XX AM Peak Hour Turning Movement <br /> 1 2 3 4 (XX) PM Peak Hour Turning Movement <br /> SR 1004 Faucette Mill SR 15 <br /> 8b <br /> ffland-Cedar Grove Road Road NC fld {orange HiSchool Rd) <br /> ro <br /> (3) 038J (40) 37 (75) (26) (24) (27) L 14 (24) (206)(234)(155) L 258 (300) {224} (156) 1L(534) <br /> 2022 TMC <br /> 15 328 133 — 100 (191) 30 57 30 — 438 (531) 222 457 213 — 274 (374) 224 197 —3 <br /> It 71 (57) ) I L ItY 110 (76) J ` U5 7C 2019 TMC <br /> (18) 9 1 ') t (23} 1 5 <br /> J f /' (1 B5) 283 J '� / (88) 204 1 <br /> (114) 206 — 42 89 6 (366) 539 — 61 17 64 (273) 328 — 47 283 90 (425) 454 — <br /> (51) 113 (110)(284) (11) {159) 100 1 (116) (35) (68) (48) 45 (80) (366)(102} Streetlight 2019 TMC <br /> SR iQQ4 U5 7Q Bus NC 86 <br /> (IdWrd-Cedar Grove Road) (Revere Road) N.Churton Street <br /> S 6 7 8 5th St Improvement Project 2022 TMC <br /> SR 117112 SR 1561 SR 1552 SR 1567 <br /> St.Ma s R (Lawrence Rd) Palmers Grove Rd Pleasant Green Rd <br /> (3) (21) (11J <br /> (133) (81) (25) 12 (21) (21) (93) (25) 16 (58) 9 1fl 19 L 8 (3) (51) (19) (66) 54 (110) <br /> 135 73 32 413 (689) 19 193 115 — 317 (640) J ) �- t 800 (290) 48 59 131 — 445 (853) —257 (586) <br /> us7D <br /> .7 j �.. Y 57 (46) J L Y 3 (7) ® r 0 (4) (. Y 76 (77) 164 (122) U57o <br /> (106) 98 '� f j (10) 6 1 '} 1 >r (I go) 98 J (62) 30 '� 1 f 1 11 gns <br /> (345) 649 9 71 75 (357) 527 -- 76 49 0 (715) 273 '� r (526) 809— 18 14 71 (316) 388 84 72 <br /> (7) 2 (15) (66) (51) (151) 178 'v (156)(155) (7) (31) 5 12 25 5 (18) 51 (31) (50) (53) (104) 265 Z (262) (167) <br /> (29) (27) (3) <br /> SR 1002 —-SR 1561 - SR 1713 <br /> St.Ma s Rd Lawrence Rd US 70 Bus (Mt.Herman Church Rd) INC 7S1 <br /> 9 10 11 12 13 <br /> 61 US 70 Multimodal Corridor Study Existing Conditions Report <br />