VDOT 2008 Road and Bridge Standards Section Transition Curves

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VDOT 2008 Road and Bridge s Page Title TC-5.01 & 5.04 802.01 802.02 802.03 802.04 802.05 802.06 Explanation of Tables and Instructions for Use General Conditions Transition Curves for Rural and Urban Highways and Street Conditions Explaination of Tables and Instructions for use - Rural Condition Explaination of Tables and Instructions for use - Urban Condition Detail for Transitioned Baseline Rural Condition with Pavement Detail for Non-Transitioned Baseline Urban Condition and Rural Condition Without Pavement 802.07 Details of Superelevation About Baseline 802.08 Details of Superelevation About Baseline TC-5.01 802.09 Example for Four Lane Roadways 802.10 Cross Section - Four Lane Roadways 802.11 802.12 802.13 802.14 Method of Applying TC-5.01 on Compound Curves Rural Conditions With Pavement Method of Applying TC-5.01 on Reverse Curves Rural Condition With Pavement Method of Applying TC-5.01 on Compound Curves Urban & Rural Condition Without Pavement Method of Applying TC-5.01 on Reverse Curves Urban & Rural Condition Without Pavement 802.15 Crown Transition / Tangent Runout (Lt) Table 1 of 6

VDOT 2008 Road and Bridge s Page Title 802.16 Table 1 802.17 Table 2 802.18 Design Superelevation Rates Urban Conditions 802.19 Design Superelevation Rates Rural Conditions 802.20 Blank Page 802.21 Methodologies for Calculating TC-5.01 Values 802.22 Calculated TC-5.01 Examples 802.23 Summary of TC-5.04 ULS (Urban Low Speed) Design Factors TC-5.01 802.24 Transition Curves - Urban 20 mph Design Speed 802.25 Transition Curves - Urban 25 mph Design Speed 802.26 Transition Curves - Urban 30 mph Design Speed 802.27 Transition Curves - Urban 35 mph Design Speed 802.28 Transition Curves - Urban 40 mph Design Speed 802.29 Transition Curves - Urban 45 mph Design Speed 802.30 Transition Curves - Urban 50 mph Design Speed 802.31 Transition Curves - Urban 55 mph Design Speed 802.32 Transition Curves - Rural 20 mph Design Speed 802.33 Transition Curves - Rural 25 mph Design Speed 2 of 6

VDOT 2008 Road and Bridge s Page Title 802.34 Transition Curves - Rural 30 mph Design Speed 802.35 Transition Curves - Rural 35 mph Design Speed 802.36 Transition Curves - Rural 40 mph Design Speed 802.37 Transition Curves - Rural 45 mph Design Speed 802.38 Transition Curves - Rural 50 mph Design Speed TC-5.01 802.39 Transition Curves - Rural 55 mph Design Speed 802.40 Transition Curves - Rural 60 mph Design Speed 802.41 Transition Curves - Rural 65 mph Design Speed 802.42 Transition Curves - Rural 70 mph Design Speed 802.43 802.44 Transition Curves - Rural 75 mph Design Speed NEW Transition Curves - Rural 80 mph Design Speed NEW 7/11 7/11 3 of 6

VDOT 2008 Road and Bridge s Page Title TC-5.11 803.01 803.02 803.03 803.04 803.05 803.06 Explanation of Tables and Instructions for Use General Conditions Transition Curves for Rural and Urban Highways and Street Conditions Explaination of Tables and Instructions for use - Rural Condition Explaination of Tables and Instructions for use - Urban Condition Detail for Transitioned Baseline Rural Condition with Pavement Detail for Non-Transitioned Baseline Urban Condition and Rural Condition Without Pavement 01/13 803.07 Details of Superelevation About Baseline 803.08 Details of Superelevation About Baseline TC-5.11 803.09 Example for Four Lane Roadways 803.10 Cross Section - Four Lane Roadways 803.11 803.12 803.13 803.14 Method of Applying TC-5.11 on Compound Curves Rural Conditions With Pavement Method of Applying TC-5.11 on Reverse Curves Rural Condition With Pavement Method of Applying TC-5.11 on Compound Curves Urban & Rural Condition Without Pavement Method of Applying TC-5.11 on Reverse Curves Urban & Rural Condition Without Pavement 803.15 Crown Transition / Tangent Runout (Lt) Table of

VDOT 2008 Road and Bridge s Page Title 803.16 Table 1 803.17 Table 2 803.18 Blank Page 803.19 Methodologies for Calculating TC-5.11 Values 803.20 Methodologies for Calculating TC-5.11 Values 01/14 01/13 803.21 Methodologies for Calculating TC-5.11 Values 803.22 Calculated TC-5.11 Examples 01/13 803.23 Summary of TC-5.11 ULS (Urban Low Speed) Design Factors TC-5.11 803.24 Transition Curves - Urban 20 mph Design Speed 803.25 Transition Curves - Urban 25 mph Design Speed 803.26 Transition Curves - Urban 30 mph Design Speed 803.27 Transition Curves - Urban 35 mph Design Speed 803.28 Transition Curves - Urban 40 mph Design Speed 803.29 Transition Curves - Urban 45 mph Design Speed 803.30 Transition Curves - Urban 50 mph Design Speed 803.31 Transition Curves - Urban 55 mph Design Speed 803.32 Transition Curves - Rural 20 mph Design Speed 01/13 803.33 Transition Curves - Rural 25 mph Design Speed 01/13 4 of 6

VDOT 2008 Road and Bridge s Page Title 803.34 Transition Curves - Rural 30 mph Design Speed 01/13 803.35 Transition Curves - Rural 35 mph Design Speed 01/13 803.36 Transition Curves - Rural 40 mph Design Speed 01/13 803.37 Transition Curves - Rural 45 mph Design Speed 01/13 803.38 Transition Curves - Rural 50 mph Design Speed 01/13 TC-5.11 803.39 Transition Curves - Rural 55 mph Design Speed 01/13 803.40 Transition Curves - Rural 60 mph Design Speed 01/13 803.41 Transition Curves - Rural 65 mph Design Speed 01/13 803.42 Transition Curves - Rural 70 mph Design Speed 01/13 803.43 Transition Curves - Rural 75 mph Design Speed 01/13 803.44 Transition Curves - Rural 80 mph Design Speed 01/13 6 of 6