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October 13, 2016
Approximate
Alignment Study
Area
FM2154
• Offset stop controlled intersections at Capstone Drive &
Wellborn Road and Barron Road & Wellborn Road
• Current Population = 107,425
• Projected Population 2030 = 156,436
0
20,000
40,000
60,000
80,000
100,000
120,000
140,000
160,000
180,000
1990 1995 2000 2005 2010 2015 2020 2025 2030
ADT- Average Daily Traffic
Projected Intersection Volume
Cons
1. Above average
construction cost
Cons
1. Above average
construction cost
Cons
1. Public Opposition
2. Negative Impact on
Several Properties
3. Expensive Right-of-Way
Acquisition
Cons
1. Public Opposition
2. Negative Impact on
Several Homesteads
3. Expensive Right-of-Way
Acquisition
4. Highest Total Project Cost
Cons
1. Public Opposition
2. Negative Impact on
Several Homesteads
3. Expensive Right-of-Way
Acquisition
Cons
1. Public Opposition
2. Negative Impact on two
Homesteads
1 2 3 4 5 6
A. Improve Safety -- ++ ++ ++ ++ ++ ++
B. Improve Mobility -- ++ ++ ++ ++ ++ ++
C. Right of Way Impacts ++ + 0 -- - - --
D. Public Comments - + + -- -- -- --
E. Construction Cost ++ - - + + + 0
F. Right of Way Cost* ++ ++ ++ -- -- 0 0
G. Pavement Maintenance 0 ++ ++ -- -- -- 0
*
**
Alignment Alternatives
Existing**Evaluation Criteria
Evaluation Matrix
(-- Major Negative Effect, - Minor Negative Effect, 0 Neutral/No Effect, + Minor Positive Effect, ++ Major Positive Effect)
Right of Way Cost provided by the City of College Station
If roadw ays are rebuilt on existing alignment and offset intersections left in place
Existing 1 2 3 4 5 6
A. Improve Safety 4 -8 8 8 8 8 8 8
B. Improve Mobility 3 -6 6 6 6 6 6 6
C. Right of Way Impacts 3 6 3 0 -6 -3 -3 -6
D. Public Comments 3 -3 3 3 -6 -6 -6 -6
E. Construction Cost 2 4 -2 -2 2 2 2 0
F. Right of Way Cost 2 4 4 4 -4 -4 0 0
G. Pavement Maintenance 1 0 2 2 -2 -2 -2 0
TOTAL: -3 24 21 -2 1 5 2
ALTERNATIVES
WEIGHTINGCRITERIA
Scoring
Barron Road-Capstone Drive Realignment
Barron Road-Capstone Drive Realignment

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Barron Road-Capstone Drive Realignment

  • 2.
  • 4. • Offset stop controlled intersections at Capstone Drive & Wellborn Road and Barron Road & Wellborn Road
  • 5.
  • 6.
  • 7. • Current Population = 107,425 • Projected Population 2030 = 156,436 0 20,000 40,000 60,000 80,000 100,000 120,000 140,000 160,000 180,000 1990 1995 2000 2005 2010 2015 2020 2025 2030
  • 8. ADT- Average Daily Traffic Projected Intersection Volume
  • 9.
  • 10.
  • 11.
  • 12.
  • 13.
  • 14.
  • 16.
  • 18.
  • 19. Cons 1. Public Opposition 2. Negative Impact on Several Properties 3. Expensive Right-of-Way Acquisition
  • 20.
  • 21. Cons 1. Public Opposition 2. Negative Impact on Several Homesteads 3. Expensive Right-of-Way Acquisition 4. Highest Total Project Cost
  • 22.
  • 23. Cons 1. Public Opposition 2. Negative Impact on Several Homesteads 3. Expensive Right-of-Way Acquisition
  • 24.
  • 25. Cons 1. Public Opposition 2. Negative Impact on two Homesteads
  • 26.
  • 27. 1 2 3 4 5 6 A. Improve Safety -- ++ ++ ++ ++ ++ ++ B. Improve Mobility -- ++ ++ ++ ++ ++ ++ C. Right of Way Impacts ++ + 0 -- - - -- D. Public Comments - + + -- -- -- -- E. Construction Cost ++ - - + + + 0 F. Right of Way Cost* ++ ++ ++ -- -- 0 0 G. Pavement Maintenance 0 ++ ++ -- -- -- 0 * ** Alignment Alternatives Existing**Evaluation Criteria Evaluation Matrix (-- Major Negative Effect, - Minor Negative Effect, 0 Neutral/No Effect, + Minor Positive Effect, ++ Major Positive Effect) Right of Way Cost provided by the City of College Station If roadw ays are rebuilt on existing alignment and offset intersections left in place
  • 28. Existing 1 2 3 4 5 6 A. Improve Safety 4 -8 8 8 8 8 8 8 B. Improve Mobility 3 -6 6 6 6 6 6 6 C. Right of Way Impacts 3 6 3 0 -6 -3 -3 -6 D. Public Comments 3 -3 3 3 -6 -6 -6 -6 E. Construction Cost 2 4 -2 -2 2 2 2 0 F. Right of Way Cost 2 4 4 4 -4 -4 0 0 G. Pavement Maintenance 1 0 2 2 -2 -2 -2 0 TOTAL: -3 24 21 -2 1 5 2 ALTERNATIVES WEIGHTINGCRITERIA Scoring