CDOT Performance Data Business Plan - Cambridge Systematics

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Appendices AM_PEAK PM_PEAK SEGMENT _ID SEGMENT_NAME Speed TTI PTI Speed TTI PTI W8 Georgetown to Bakerville 61 1.02 1.05 63 1.01 1.00 W9 US 40 Empire to Georgetown 63 1.01 1.01 63 1.01 1.00 W10 CO 103 Idaho Springs / Mt Evans to US 40 Empire 63 1.01 1.00 64 1.00 1.00 W11 US 6 to CO 103 Idaho Springs / Mt Evans 54 1.00 1.01 54 1.00 1.00 W12 Evergreen Pkwy to US 6 58 1.00 1.00 57 1.01 1.04 W13 Lookout Mountain to Evergreen Pkwy 64 1.01 1.10 64 1.01 1.06 W14 C‐470 to Lookout Mountain 60 1.02 1.12 59 1.04 1.15 W15 US 6 to C‐470 55 1.05 1.15 51 1.13 1.33 W16 CO 58 to US 6 63 1.03 1.17 62 1.03 1.15 W17 Kipling St to CO 58 62 1.04 1.19 61 1.06 1.23 W18 Sheridan Blvd to Kipling St 56 1.02 1.16 51 1.09 1.58 W19 I‐25 to Pecos St 54 1.01 1.09 42 1.30 1.87 W20 Pecos St to Sheridan Blvd 55 1.01 1.07 52 1.05 1.16 W21 Colorado Blvd to Brighton Blvd 51 1.06 1.26 37 1.47 2.07 W22 I‐270 to Colorado Blvd 51 1.06 1.26 32 1.68 2.74 W23 Havana St to Peoria 40 1.35 2.20 39 1.40 2.30 W24 Pena Blvd to I‐225 53 1.05 1.21 54 1.02 1.09 W25 Tower Rd to Pena Blvd 54 1.02 1.15 55 1.00 1.02 The following table summarizes the results Table G-3 Summary AM PEAK PM PEAK Speed TTI PTI Speed TTI PTI Min 39.37323 1.002322 1 32.38328 1.002905 1 Avg 56.51019 1.047182 1.206262 54.71064 1.09914 1.363171 Max 63.88306 1.386931 2.45392 63.97534 1.682572 2.744582 The results can also be viewed in graphical format shown below. Cambridge Systematics, Inc. G-6
Appendices Figure G-1 Speed Eastbound AM Peak Period Speed (mph) 70 65 60 55 50 45 40 35 30 AM Peak Period Eastbound Figure G-2 Speed Eastbound PM Peak Period Speed (mph) 70 65 60 55 50 45 40 35 30 PM Peak Period Eastbound Cambridge Systematics, Inc. G-7
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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 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 and 154: Appendices G. Congestion The report
Page 155 and 156: Appendices Table G-1 Revised Segmen
Page 157: Appendices Results The following ta
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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