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84
Vol15 = volume of directional traffic during a 15-minute against the mean LOS response for each video clip. The HCM
period matched the video clips 15% of the time. The proposed LOS
L = total number of through lanes on the approach to models matched the clips between 27% and 46% of the time.
the intersection The second model had the highest percentage match because
it can predict LOS A and B. The first model is better at pre-
dicting the poorer levels of service (E and F) than the second
7.3 Performance of Bicycle
model.
LOS Model on Video Clips
Exhibit 92 compares the ability of the existing HCM speed-
based LOS model and the proposed bicycle LOS models
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Exhibit 92. Evaluation of Proposed Bike Models and HCM against Video Lab Results.
Pk Hr. Heavy Unsig. Model Model
Clip Location Outside Bike/Shldr Through Divided Vol. Veh Spd Lim Pavement % Sig. Int Conf Video HCM #1 #2
Lane (ft) Lane (ft) Lanes (D/UD) (vph) (%) (mph) Rate (1-5) OSP X-Dist (ft) Per Mile LOS LOS LOS LOS
328 N Village, Cypress/S Vill.(N) 12 4 1 U 79 0% 30 4.0 0% 0 5.5 A B C A
330 N Village, S Vill./Cypress (S) 12 4 1 U 136 0% 30 4.0 0% 0 6.7 A B C A
306 Alumni at Magnolia (N) 11 4 2 U 717 0% 30 4.0 0% 72 0.0 B B C B
305 Collins at Alumni (W) 12 3.5 2 D 813 8% 30 3.5 0% 65 0.0 B C D B
307 Alumni at Magnolia (N) 11 4 2 U 757 0% 30 4.0 0% 72 0.0 B D C B
304 Collins Blvd at Alumni (E) 12 3.5 2 D 428 0% 30 3.5 0% 65 0.0 B E C B
303 Fowler Ave at North 12 5 3 D 1211 0% 50 4.0 0% 0 26.4 C B D C
319 Fletcher, North Palm (S) 12 5 2 D 2961 0% 45 4.0 0% 53 0.0 C B D D
311 15th St at 7th Ave, (W) 12 8 1 U 631 0% 25 3.5 70% 33 13.2 C D D C
329 Ehrlich, Turner/S Village (S) 12 4 2 D 1261 0% 45 3.5 0% 61 8.8 D B D C
302 Fowler Ave at North 12 5 3 D 2119 0% 50 4.0 0% 0 26.4 D B D C
327 W University at 10th (S) 12 8 2 U 165 0% 30 3.0 40% 40 20.8 D C D C
309 Holly at Laurel , (S) 10 0 2 U 134 0% 20 4.0 0% 52 0.0 D D C B
313 21st St at 7th Ave, (W) 10 0 3 OW 536 0% 30 3.5 0% 33 24.0 D D E D
308 Holly at Magnolia , (N) 10 0 2 U 407 0% 20 4.0 0% 86 0.0 D D D C
320 Fletcher Ave at 50th (S) 12 5 2 D 1898 0% 45 4.0 0% 64 0.0 E B D B
321 Fletcher, 50th to 56th (S) 12 5 2 D 2146 0% 45 4.0 0% 0 15.2 E B D C
318 US 41 at 31st St, (W) 12 0 3 D 182 100% 55 3.5 0% 35 24.0 E B F F
322 56th St at 98th Ave, (W) 12 0 3 D 1544 0% 45 3.5 0% 0 28.7 E B E D
310 Fletcher at Sebring, (S) 11.5 0 2 D 1589 0% 40 4.0 0% 0 37.0 E B F E
301 Fowler, River H./Gillette 12 5 3 D 2549 0% 50 4.0 0% 0 28.9 E B E D
312 7th Ave, 17th to 14th (N) 12 0 1 U 631 0% 25 3.5 0% 49 5.0 E C D C
317 US 41 at Dover St, (E) 12 0 2 D 495 17% 55 3.0 0% 0 11.5 F B E D
314 56th St at Busch (W) 12 0 2 D 638 0% 45 3.5 0% 142 28.7 F B F F
323 56th St at Busch (W) 12 0 3 D 357 0% 45 3.5 0% 142 28.7 F E E F
th
324 Bullard at 56 St 12 4 3 D 636 0% 45 4.0 0% 87 19.6 F E D C
% Exact Match to Video 100% 15% 27% 46%
% Within 1 LOS of Video 100% 50% 85% 77%
