Final Preso w/ pgs - PDAP 9 - Nov 6 - Route 29 Solutions · Title: Final Preso w/ pgs - PDAP 9 -...

Route 29 Solutions

November 6, 2014 Rt. 29 Project Delivery Advisory Panel Meeting

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Agenda item 1: Introductions

• Project Delivery Advisory Panel

• Technical Team

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Agenda item 2: Interaction and Feedback

Live Streaming

• Viewers: 41 viewers

• Streams: 69 streams

• Average minutes per stream: 37 minutes

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Agenda item 2: Interaction and Feedback (continued)

• 4 comments submitted through route29solutions.org Oct 20 - Nov 3 • 40 total Share Your View postings on route29solutions.org

11 new postings since Oct 23

General Summary of Comments submitted through website • 1 representing 440 apartments off Georgetown Road

• concerned about cut-through traffic during Rio and 29 Widening • review & appropriately adjust signal timing at Hydraulic and Barracks

http://route29solutions.org

http://route29solutions.org

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Agenda item 2: Interaction and Feedback (continued)

• 1 supports all projects with the exception of the Rio GSI

• 1 supports a traffic circle at Berkmar Extended and Hilton Heights intersection and applauds Berkmar bike lanes

• Merchant’s Tire concerned about access for daily operations during and post-construction

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Agenda item 3: Panel Feedback and Suggestions

• Open period for Panel Discussion

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Agenda item 4: RFQ and RFP Update

Request for Qualifications • RFQ advertised: Jul 24 ✔ • RFQ Information Meeting: Jul 31 ✔ • Deadline to submit questions: Aug 7 ✔ • VDOT response to questions: Aug 14 ✔ • SOQs submitted by contractors: Aug 28 ✔ • SOQ evaluations complete: Sep 18 ✔ • Berkmar Location Public Hearing: Sep 18 ✔ • CEs comment period expiration: Sep 24 ✔ • Shortlist of top three firms: Sep 25 ✔ (Sep 19)

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Agenda item 4: RFQ and RFP Update (continued)

Request for Proposals - 2014 NOTE: New procurement dates in 2014 - 2015

• RFP issued to top three firms: Oct 2 ✔ • Mandatory Pre-proposal Meeting: Oct 9 ✔ • Utility Meeting: Oct 9 ✔ • Design Public Hearings: Oct 14 ✔ • Berkmar Location Approval: Oct 15 ✔ • Proprietary meetings: Oct 23 (rev Oct 21-22) ✔ • RFP addendum: Nov 6 (Nov 5) ✔ • Proprietary meetings: Nov 19 and 20

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Agenda item 4: RFQ and RFP Update (continued)

Request for Proposals - 2015

• Technical proposals due Jan 6 (previously Dec 4) • Price proposals submitted: Jan 20 (previously Jan 13) • Open price proposals: Jan 21 • Notice of intent to award: Jan 23 • FHWA review and approval: Jan 26 - Jan 30 • To CTB for approval: Feb 18 • Notice to proceed: Mar 4

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Agenda item 5: Report on PDAP Recommendations and Requests

• Consider boat launch access at the new Rivanna River bridge on Berkmar Extended

• Add agenda item for Panel feedback and suggestions as part of Standing Agenda items

• Provide volumes for Average Daily Traffic (ADT), AM peak, Woodbrook and Twentyninth intersections (not requested, but added Albemarle Sq.)

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Agenda item 6: October 14 Design-Build Public Hearing Update

• 201 attended

• 115 who attended provided comments

• 199 total comments 98 written comments left at public hearing 63 comments by email 36 comments by US mail 2 oral comments recorded at public hearing

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Agenda item 7: Hillsdale Update

• (Jim called to Richmond. Will move to Nov 20 agenda.)

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Agenda item 8: Rt. 29 Widening Graphic with Multi-Use Path

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Agenda item 9: Business Assistance Program Update

• Public forum held Oct 23

• Follow-up meeting with BOS held Oct 30

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Agenda item 10: Traffic Projection Graphics

• Average Daily Traffic at Rio (pg. 16 - 19) • AM Peak (pg. 20 - 23) • PM Peak (pg. 24 - 27) • Twentyninth intersection (pg. 28 - 30) • Woodbrook intersection (pg. 31 - 33) • Albemarle Square (pg. 34 - 36)

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2014 Average Daily Traffic (ADT) Existing

➢N

Rio Rd

1400 3500 2100

↓! 1900

26300 ← ← 21600 ← 30200

Route 29 " 6700

2200

25500 → 20600 → → 29100

2700

↑3300 3400 6400

#

"

$%

$%

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2014 Average Daily Traffic with Rio Grade Separated Intersection

➢N

Rio Rd

1400 3500 2100

↓1900

← 10800 Local ← 4000 Local ← 14300 Local

← 27000 ← 16200 Through ← 16200 Through ← 30500

6700

Route 291700

700

2200

→ 26200 Through 17300 → Through 17300 → → 30800

Local 8900 → Local 3300 → Local 13500 →2700

↑4700 3400 6400

!

"

# $

%

!

&

'#$

The above indicates how Average Daily Traffic, based on 2014 Fall counts,

would be distributed if the Rio Grade Separated Intersection were operating

today.

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➢N

Rio Rd

1500 3600 2200

↓2000


← 28100 ← 16800 Through ← 16800 Through ← 31800

7000

Route 291800

700

2300

→ 27200 Through 18000 → Through 18000 → → 32100


↑4900 3400 6700

!

"

# $

%

!

&

'#$

19


➢N

Rio Rd

1800 4500 2700

↓2500


← 34900 ← 20900 Through ← 20900 Through ← 39400

8600

Route 292200

900

2800

→ 33800 Through 22300 → Through 22300 → → 39800


↑6100 4400 8300

!

"

# $

%

!

&

'#$

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2014 AM Peak Hour Volumes Based on 2014 Fall Counts

➢N

Rio Rd

123 278 149

↓! 147

← 2343 ← 1936 ← 2563

Route 29 " 480

148

1364→ 1025 → 1594 →191

↑284 301 420

#

"

$%

$%

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2014 AM Peak Hour Volumes with Rio Grade Separated Intersection

➢N

Rio Rd

123 278 149

↓147


← 1759 Through ← 1759 Through

480

Route 29128

72

148

Through 907 → Through 907 →Local 529 → Local 118 → Local 815 →

191

↑326 301 420

!

"

# $

%

!

&

'#$

The above indicates how traffic, based on 2014 Fall counts, would be distributed during the AM peak if the Rio Grade Separated Intersection were operating today.

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2018 AM Peak Hour Volumes Rio Grade Separated Intersection

➢N

Rio Rd

128 290 156

↓153



501

Route 29134

75

155


199

↑340 314 438

!

"

# $

%

!

&

'#$

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2040 AM Peak Hour Volumes Rio Grade Separated Intersection

➢N

Rio Rd

158 358 192

↓189



! 617

Route 29 164

93

190


246

↑419 387 540

"

#

$ %

&

!

'$%

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2014 PM Peak Hour Volumes Based on 2014 Fall Counts

➢N

Rio Rd

110 384 197

↓! 160

← 2008 ← 1633 ← 2307

Route 29 " 514

177

2413 → 1981 → 2806 →255

↑265 364 628

#

"

$%

$%

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2014 PM Peak Hour Volumes with Rio Grade Separated Intersection

➢N

Rio Rd

110 384 197

↓160



514

Route 29153

69

177


255

↑402 364 628

!

"

# $

%

!

&

'#$

The above indicates how traffic, based on 2014 Fall counts, would be distributed if the Rio Grade Separated Intersection were operating today.

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2018 PM Peak Hour Volumes Rio Grade Separated Intersection

➢N

Rio Rd

115 401 206

↓167



537

Route 29160

72

185


266

↑420 380 656

!

"

# $

%

!

&

'#$

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2040 PM Peak Hour Volumes Rio Grade Separated Intersection

➢N

Rio Rd

141 494 253

↓206



! 661

Route 29 198

89

228


328

↑517 468 808

"

#

$ %

&

!

'$%

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2014 PM Peak Twentyninth Existing

➢N

Twentyninth

137 15 110

↓! 98

2146 ← ← 1879 ← 2021

Route 29 " 44

149

2512 → 2219 → → 2369

144

↑130 22 40

#

"

$%

$%

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2014 PM Peak Hour Volumes Twentyninth with Rio Grade Separated Intersection

➢N

Twentyninth

137 15 110

↓98

← 2170 ← 1841 ! 24

← 2097

134 " 80

Route 2924

149

2512→ 2219 → 2393→144

↑192 22 40

#

$

% &

'

#

(%

&

The above indicates how traffic, based on 2014 Fall counts, would be distributed at Twentyninth during the PM peak if the Rio Grade Separated Intersection were operating today.

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2040 PM Peak Hour Volumes Twentyninth with Rio Grade Separated Intersection

➢N

Twentyninth

176 19 141

↓126

← 2789 ← 2366 ! 31

← 2696

173 " 102

Route 2931

192

3231→ 2854 → 3077 →185

↑247 28 51

#

$

% &

'

#

(%

&

31

2014 PM Peak Woodbook Existing

➢N

Woodbrook

260 34 192

↓! 229

2078 ← ← 1686 ← 1993

Route 29 " 78

376

2853 → 2355 → → 2617

122

↑132 35 70

#

"

$%

$%

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2014 PM Woodbrook Peak Hour Volumes with Rio Grade Separated Intersection

➢N

Woodbrook

260 34 192

↓229

← 2115 ← 1686 ← 1993

78

Route 29

37

111 ! 376

2890→123 " 2355 → 2617 →

122

↑132 35 70

#

$

% &

'

#

(%&

The above indicates how traffic, based on 2014 Fall counts, would be distributed at Woodbrook if the Rio Grade Separated Intersection were operating today.

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2040 PM Woodbrook Peak Hour Volumes with Rio Grade Separated Intersection

➢N

Woodbrook

334 44 247

↓294

← 2720 ← 2168 ← 2562

100

Route 29

48

142 ! 484

3718→158 " 3029 → 3366 →

157

↑170 45 90

#

$

% &

'

#

(%&

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2014 PM Peak Hour Volumes at Albemarle Sq Based on 2014 Fall Counts

➢N

34 3 0

↓! 15

← 2343 ← 2172 ← 2337

Route 29 " 150

33

2806 → 2625 → 2793 →148

↑Albemarle Sq Shopping Center 137 4 168

#

"

$%

$%

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2014 PM Peak Hour Volumes at Albemarle Sq with Rio Grade Separated Intersection

➢N

37 0 0

↓! 52



Route 29 " 0

0

Local 1335 → Local 1034 → 1206 → Local

Through 1624 → 1624 → Through

301


#

"

$%

$%

The above indicates how traffic, based on 2014 Fall counts, would be distributed at Albemarle Sq during the PM peak if the Rio Grade Separated Intersection were operating today.

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2040 PM Peak Hour Volumes at Albemarle with Rio Grade Separated Intersection

➢N

48 0 0

↓! 67



Route 29 " 0

0

Local 1718 → Local 1331 → 1552 → Local

Through 2089 → 2089 → Through

387


#

"

$%

$%

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Agenda item 11: 2015 Meeting Calendar - Q1 and Q2

• Jan 8 Jan 22

• Feb 5 Feb 19

• Mar 5 Mar 19

• Apr 2 Apr 16 Apr 30

• May 14 May 28

• Jun 11 Jun 25

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Agenda item 12: Revised Rio Road Rendering and Video

• (If Available)

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Agenda item 13: New Business and Wrap Up

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Route 29 Solutions

November 6, 2014 Rt. 29 Project Delivery Advisory Panel Meeting

Final Preso w/ pgs - PDAP 9 - Nov 6 - Route 29 Solutions · Title: Final Preso w/ pgs - PDAP 9 -...

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