CDOT Performance Data Business Plan - Cambridge Systematics

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Appendices TTI was calculated as the ratio of average peak travel time to an off-peak (freeflow) standard. For example, a value of 1.20 means that average peak travel times are 20 percent longer than off-peak travel times. The segments were revised as shown in the following table for the purposes of calculating the results. Cambridge Systematics, Inc. G-2
Appendices Table G-1 Revised Segments ORIGINAL REVISED SEGMENT NAME SEGMENT LENGTH SEGMENT ID NUM SEG SEGMENT ID SEGMENT NAME SEGMENT LENGTH 070E177 ‐ East Vail to Vail Pass 12.4 E1 1 E1 East Vail to Vail Pass 12.4 070E190 ‐ Vail Pass to Copper 5.8 E2 1 E2 Vail Pass to Copper 5.8 070E196 ‐ Copper to Frisco (Main St) 5.7 E3 1 E3 Copper to Frisco (Main St) 5.7 070E201 ‐ Frisco (Main St) to Silverthorne 4 E4 1 E4 Frisco (Main St) to Silverthorne 4 070E206 ‐ Silverthorne to MM 211 5.62 E5 2 E5 Silverthorne to Eisenhower Tunnel West Entrance 5.62 070E211 ‐ MM 211 to Eisenhower Tunnel West Entrance 2.68 E5 2 E6 Eisenhower Tunnel West Entrance to Loveland 2.7 070E214 ‐ Eisenhower Tunnel West Entrance to Loveland 2.7 E6 1 E7 Loveland to Bakerville 5 070E217 ‐ Loveland to Bakerville 5 E7 1 E8 Bakerville to Georgetown 6.6 070E222 ‐ Bakerville to Georgetown 6.6 E8 1 E9 Georgetown to US 40 Empire 4.6 070E228 ‐ Georgetown to US 40 Empire 4.6 E9 1 E10 US 40 Empire to CO 103 Idaho Springs / Mt Evans 7.2 070E233 ‐ US 40 Empire to CO 103 Idaho Springs / Mt Evans 7.2 E10 1 E11 CO 103 Idaho Springs / Mt Evans to US 6 4.6 070E240 ‐ CO 103 Idaho Springs / Mt Evans to US 6 4.6 E11 1 E12 US 6 to Evergreen Pkwy 3.51 070E245 ‐ US 6 to Beaver Brook 3.51 E12 2 E13 Evergreen Pkwy to Lookout Mountain 4.58 070E248 ‐ Beaver Brook to Evergreen Pkwy 3.92 E12 2 E14 Lookout Mountain to C‐470 2.69 070E252 ‐ Evergreen Pkwy to Lookout Mountain 4.58 E13 1 E15 C‐470 to US 6 1.1 070E256 ‐ Lookout Mountain to Morrison / Heritage 2.69 E14 2 E16 US 6 to CO 58 3.49 070E259 ‐ Morrison / Heritage to C‐470 1 E14 2 E17 CO 58 to Kipling St 1.98 070E260 ‐ C‐470 to US 6 1.1 E15 1 E18 Kipling St to Sheridan Blvd 1.57 070E261 ‐ US 6 to 32nd Ave 3.49 E16 2 E19 Sheridan Blvd to Pecos St 2.59 070E265 ‐ 32nd Ave to CO 58 0.98 E16 2 E20 Pecos St to I‐25 0.99 070E266 ‐ CO 58 to Kipling St 1.98 E17 1 E21 I‐25 to Colorado Blvd 1.21 070E268 ‐ Kipling St to I‐76 1.57 E18 2 E22 Colorado Blvd to I‐270 2.48 070E270 ‐ I‐76 to Sheridan Blvd 1.59 E18 2 E23 I‐270 to I‐225 1.61 070E271 ‐ Sheridan Blvd to Pecos St 2.59 E19 1 E24 I‐225 to Pena Blvd 0.69 070E274 ‐ Pecos St to I‐25 0.99 E20 1 E25 Pena Blvd to Tower Rd 2.61 070E275 ‐ I‐25 to Brighton Blvd 1.21 E21 2 W1 Vail Pass to East Vail 12.6 070E276 ‐ Brighton Blvd to Colorado Blvd 1.44 E21 2 W2 Copper to Vail Pass 5.6 070E277 ‐ Colorado Blvd to I‐270 2.48 E22 1 W3 Frisco (Main St) to Copper 5.1 070E280 ‐ I‐270 to Havana St 1.61 E23 3 W4 Silverthorne to Frisco (Main St) 4.7 070E281 ‐ Havana St to Peoria St 1.02 E23 3 W5 Eisenhower Tunnel West to Silverthorne 5.57 070E282 ‐ Peoria St to I‐225 0.95 E23 3 W6 Loveland to Eisenhower Tunnel West Entrance 2.6 070E283 ‐ I‐225 to Pena Blvd 0.69 E24 1 W7 Bakerville to Loveland 5.1 070E284 ‐ Pena Blvd to Tower Rd 2.61 E25 1 W8 Georgetown to Bakerville 6.6 Cambridge Systematics, Inc. G-3
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final report CDOT Performance Data
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CDOT Performance Data Business Plan
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5.0 External Reporting Dashboard CD
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Page 109: Figure 5.18 CDOT Dashboard Example
Page 119 and 120: Appendices A. Additional Data Colle
Page 121 and 122: Appendices Recognize and Plan
Page 123: Appendices Improved communication
Page 126 and 127: Appendices Planning Ext Planning In
Page 138 and 139: Appendices Person, Ron, Balanced Sc
Page 140 and 141: Appendices CDOT is required to rep
Page 142 and 143: Appendices How and when they ar
Page 144 and 145: Appendices If measures reported by
Page 146 and 147: Appendices INTEGRATE REGIONAL AND S
Page 148 and 149: Appendices Maintain or improve
Page 151 and 152: Appendices F. Sample Data Governanc
Page 153: Appendices G. Congestion The report
Page 157 and 158: Appendices Results The following ta
Page 159 and 160: Appendices Figure G-1 Speed Eastbou
Page 161 and 162: Appendices Figure G-5 Speed Westbou
Page 163 and 164: Appendices A useful format for the
Page 165 and 166: Appendices Figure G-13 AM Peak PTI
Page 167 and 168: Appendices H. Calculation Spreadshe
Page 169 and 170: Appendices Cambridge Systematics, I
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CDOT Performance Data Business Plan - Cambridge Systematics

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