rt 29 solutions project delivery advisory panel · rt 29 solutions agenda item 6: rt 29 solutions...

Rt 29 Solutions Project Delivery Advisory Panel

May 12, 2016

Rt 29 Solutions

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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 Apr 28, 2016 Apr 14, 2016

• Unique Viewers: 10 16

• Streams: 11 19

• Average Minutes per stream: 32 26

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Agenda item 2: Interaction and Feedback (continued)

For the period Apr 25 - May 8, 2016 Inbox email and phone calls: 8 emails • 1 disappointed with Get-Around map • 2 requesting information for Rt. 29 / 250 project (1 claim and 1 debris) • 1 related to several Rio GSI questions; mailer from Albemarle County • 1 requesting directional information between May 23 - Sep 2 • 1 regarding number of right-turn lanes from Rio WB to 29 NB • 1 regarding milling and paving on Emmet Street • 1 from a high school student requesting information on speed cameras

Web Provide Input: No new postings Project Hotline 844-220-5540: 2 calls • 1 regarding directions during May 23 - Sep 2 • 1 regarding access to Wendy’s

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Agenda item 3: Report on Panel Feedback

Pedestrian Sep 2 milestone completion Rio GSI • Pedestrian traffic must be accommodated either in its final location or

through the implementation or continuation of pedestrian detours which shall include facilities meeting or exceeding the requirements of the Americans with Disabilities Act.

Rt 250 / 29 ramp • Agenda item 7

Value of repurchased bypass right-of-way; conservation easements • Agenda item 8

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Agenda item 4: Panel Feedback and Suggestions for Future Agenda Items

Open Discussion

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Agenda item 5: Construction Milestones

9777

Status as of May 9, 2016

2015 2016December January February March April May June July August September October November December

Rio Road GSI Sep 2, 2016 Dec 2, 2016

Utility Relocation 100% Final Pavement and Markings

Drive Abutment Piles 100% Landscape, Hardscape, Staining

Set retaining wall piles and widen roadway (95%) 95% May 23 start - Rio Restricted Period - Sep 2 intersection open Final Signing Construction Complete

Rt. 29 Widening

Oct 31, 2017

Temp. Signals 100% Jack & Bore and Line Large Diameter Culverts (20%) 30%

Gas line relocation - (50%) 70% Waterline Relocation

ROW Acquisition 100% Phase 3 Drainage and Paving

Phase 1 Grading, Drainage and Paving (75%) 80% Phase 2 Grading, Drainage and Paving (10%) 20% Phase 4 Grading, Drainage and Paving

Berkmar Oct 31, 2017

ROW Acquisition 100% Clearing North of River 100% Roadway Construction North of River

S. Abutment Excavation, Pile Driving (95%) 100% North Abutment 100%

Rough Grading South of River (70%) 70% Roadway Construction South of River

Utility Relocation (90%) 90% Steel Girder Erection

Pier Construction (25%) 30% Deck Pans and Rebar

Hillsdale Oct 31, 2017

ROW Acquisition 100%

90% Plans 100% Final Design 100%

Utility Relocation (15%) 25%

Adv for Bids Pre-Bid Conf Receive Bids

Rt. 29/250 May 21, 2016

MSE Wall 100%

Pavement Widening 100%

Final Paving (30%) 60%

Sound Barrier (85%) 95% Construction Complete

Under way

Complete

Late

( % ) %complete prior reporting period

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Agenda item 6: Rt 29 Solutions Project Updates

Rt 250 / 29 Interchange Work this week • Complete installation of overhead sign structure 2 • Complete panel installation for sound wall C • Complete barrier wall along Route 250 • Complete base stone installation along Route 250 WB • Continue grading maintenance bench behind sound wall B1 and C • Continue lighting foundations along Route 250 WB • Complete mill, overlay, and striping of Route 29 • Complete pavement markings on Route 29 • Resume base and intermediate asphalt along Route 250 • Begin right of way fence installation • Continue ground sign installation

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9Rt 29 / 250 sound wall panel 9

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Rt 29 / 250 cantilever signs

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11Rt 29 / 250 overhead signs 11

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Agenda item 6: Rt 29 Solutions Project Updates (continued)

Rt 250 / 29 Interchange (continued)

Significant lane closures this week • Route 250 Bypass WB right lane closed from Hydraulic Road to Barracks

Road

• Ramp from Barracks Road to Route 250 Bypass EB narrowed with daytime right shoulder closure

• Route 29 SB and NB and ramp from 29 to Route 250 Bypass nighttime closure for paving.

• Route 29 SB left two lanes closed at night for paving (Wednesday)

• Route 29 SB nighttime closure with police assistance for overhead sign structure installation

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Work next two weeks • Complete paving and pavement marking on Route 250 • Complete sign panel installation for overhead sign structure 3 • Complete grading maintenance bench behind sound walls • Complete right of way fence installation • Complete backfill of barrier wall • Install roadway lighting • Complete final paving • Develop punch list • Open to traffic 5/21/16

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Anticipated significant upcoming lane closures • Route 29 nighttime alternating lane closures for pavement markings.

• Route 29 Southbound closed at night with police assistance for overhead sign structure installation

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Rio Grade-Separated Intersection Work this week • Curb and gutter, sidewalk, raised islands, underdrain • Median strip demolition • SE quadrant fire department connection • Stormwater Facility 6 • Form preparations • Beam seat preparation • Backfill abutments • SB traffic shift to widened pavement (May 8) • Asphalt paving at Albemarle Square • Overhead sign structure and pedestrian lighting pole foundations • Pre-tie Rio retaining wall rebar • Signal foundations, cabinet foundations, vaults, CCTV poles

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16

Rio GSI box beams

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Rio Grade-Separated Intersection (continued)

Significant lane closures this week • Rio crossover closed at nighttime restricting thru movements and left

turn movements.

• Rte. 29 triple lane closures northbound and southbound

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Agenda item 6: Rt 29 Solutions Project Updates (continued) Rio Grade-Separated Intersection (continued)

Work next two weeks • Complete curb and gutter, sidewalk, raised islands, underdrain • Median strip demolition • Finish grade slopes • Gas line and waterline valve removal • Set temporary barrier wall • Set remaining drop inlets and pour remaining inverts • Complete 4” fire department connection in SE Quadrant • Stormwater Facility 6 • Prepare formwork • Cured-in-place pipe rehabilitations

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Agenda item 6: Rt 29 Solutions Project Updates (continued) Rio Grade-Separated Intersection (continued)

Work next two weeks • Miscellaneous concrete work project-wide • Pre-tie Rio retaining wall rebar • Signal foundations, cabinet foundations, vaults, CCTV poles, etc… • General crossover shut-down preparations • Close crossover at 9:00 pm May 22nd • Install barrier wall • Begin asphalt pavement milling • Begin depressed lane excavation • Begin setting bridge beams

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Rio Grade-Separated Intersection (continued) Anticipated significant lane closures prior to May 23 • Rio crossover closed at nighttime restricting thru movements and left

turn movements.

• Rt 29 triple lane closures northbound and southbound

Anticipated significant lane closures after May 23

• Rio crossover at Rt 29 closed; no left turns to or from Rio and Rt 29

• Two Rt 29 lanes maintained southbound, Three lanes maintained northbound during daytime

• Right turns to and from Rio and Rt 29 maintained20

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Rt 29 Widening

Work this week • Continue jack and bore structure 7-5 • Complete jack and bore structure 15-20 • Slip line box culverts • Wire wall construction • Fine grading for phase 2 paving • Stripping and hauling topsoil • Cut and fill in median • Complete Phase 2 gas main installation • Dominion pole adjustments (3 remaining)

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Rt 29 Widening jack and bore

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23Rt 29 Widening gas main relocation 23

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Rt 29 Widening

Significant lane closures this week (nighttime)

• Route 29 left lane closure NB and SB

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Rt 29 Widening (continued)

Work next two weeks • Receive delivery of Rio Road bridge beams for staging (May 18) • Cut to fill grading • Wire wall construction • Fine grading for phase 2 traffic shift • Begin phase 3 gas main relocations • Begin jack and bore for structure 11-4 • Jack and bore for structure 15-20 • Mobilize jack and bore crew to structure 12-20 • Relocate communications utilities to new aerial poles

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Rt 29 Widening (continued)

Anticipated significant upcoming lane closures (nighttime)

• Route 29 left lane closure NB and SB

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Berkmar Extended Work this week • Backfill abutments A and B • 84 inch culvert stream diversion • Cut to fill • Backfill 60 inch culvert • Strip topsoil • Form abutment A stem • CSL tube grouting • CSL testing

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Berkmar Extended (continued) Work this week (continued) • Drill north mass for blasting at Kohl’s • First shot at Kohl’s • Install crossing # 8 • Temporary sediment traps • Erosion control and seeding • Continue drilled shafts (Pier 1, Shaft 3; Pier 2 Shaft 2)

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29Berkmar 60-inch culvert 29

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Berkmar abutment B

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Berkmar drilled shaft casing

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32

Berkmar drilled shaft pour

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Berkmar Extended (continued)

Significant lane closures this week • Flagging operation along Rio Mills Road

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Berkmar Extended (continued) Work next two weeks • Backfill abutment B • Temporary pipe installations • Install sediment traps • Cut to fill throughout project • Strip topsoil throughout project • Set MSE panels and backfill and install leveling pads • Form and pour abutment A stem • Drilling for blasting on north end of project • Install pipe headwalls and endwalls • Install 84 inch pipe • Continue drilled shafts for piers • Remove overhead power line along Rio Mills Road 34

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Berkmar Extended (continued)

Anticipated upcoming significant lane closures this week • Flagging operation along Rio Mills Road

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Signal Updates Work this week • Complete installation of controllers and malfunction management units

• Equipment testing

Significant lane closures this week

• None

Work next two weeks

• Equipment testing and begin total operation

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Rt 29 Additional Signal Upgrades as of May 9,2016Intersection Improvements

Hydraulic/Georgetown Replace controller and MMU Install broadband Install video converterBarracks/Georgetown Replace controller and MMU Install broadbandHydraulic/Earlysville Replace controller and MMU Install broadbandHydraulic/Lambs Replace controller and MMU Install broadbandHydraulic/Commonwealth Replace controller and MMU Install broadbandRio/Berkmar To be re-constructed with Rio GSIRio/Hillsdale Replace cabinet Install broadband Replace controller and MMURio/Greenbrier No improvementsCommonwealth/Greenbrier No improvementsBerkmar/Woodbrook Re-constructed fall of 201529-250 Bypass/Barracks Replace controller and MMU Install broadbandRio/Pen Park No improvementsRio/Four Seasons Replace controller and MMU Install broadbandRio/Catec No improvementsHydraulic/Cedar Hill Replace controller and MMU Install broadband

MMU = Malfunction Management Unit

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Hillsdale Extended

Work this week

• Questions from bidders due by noon on Monday, May 9

• Issue Addendum #2 (if needed)

• Continue with utility relocations for service to commercial buildings

• Continue Dominion Virginia Power relocations

• Continue CenturyLink relocations

• Continue business relocations

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Hillsdale Extended (continued)

Work next two weeks

• Receive construction bids Monday, May16, 2:00pm

• Continue with utility relocations for service to commercial buildings

• Bid review

• Continue business relocations

• Continue Utility relocations (DVP and CenturyLink)

• Begin Comcast utility relocations

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Agenda item 7: Ramp Design, Rt 250 / 29

Emails were exchanged prior to Apr 28 PDAP meeting regarding ramp design Ramp design discussed at Apr 28 PDAP meeting as part of project update Important that the public record is clear

Ramp lane width • The ramp lane and pavement widths meet design requirements

• Two 12-ft lanes at ramp entrance; total pavement varies 28 to 30 feet • Two 12-ft lanes at ramp midpoint; total pavement varies 28 to 38 feet • Two 12-ft lanes and 10-ft paved shoulder at top of ramp

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Agenda item 7: Ramp Design, Rt 250 / 29 (continued)

Ramp curvature • The ramp curve design meets design requirements

• A minimum curve radius of 44.8 ft is required for a semi-trailer • There are two curves at the ramp entrance (a compound curve) • The radius of the first curve is 279 feet • The radius of the second curve is 397 feet • The curve radius determines the “sharpness” of a curve • The curve radius was tested using AutoTURN software for two side-

by-side interstate semi-trailers (WB 67) • The AutoTURN results indicate that two side-by-side WB 67s can

negotiate the ramp41

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Agenda item 7: Ramp Design, Rt 250 / 29 (continued)

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Wood

Sign

Guardrail

Guardrail

Woods

Ditch

10" Dogwood

28" Pine

Guardrail Guardrail

Ditch

Metal Sign

2.5’ C

&

GAsp

halt

6" Orn

amental

Mulc

h

3’ Shrubs

Sign 2.

5’ C & G

Sign

6" Or

name

ntal

2.5’ C

&

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0.5’ C

urb

Woo

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Guardrail

RTE. 2

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RTE. 2

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Guardrail

Asp

halt Drive

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&

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0.5’ C

urb

0.5’ C

urb

0.5’ C

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Conc.

Ditch

0.5’ C

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0.5’ C

urb

0.5’ Curb

0.5’ Curb

0.5’ Curb

C & G

C & G

Con

c. Apr

on

Con

c. Apr

on

EBL U.S. ROUTE 29 - U.S. ROUTE 250 BYPASS

WBL U.S. ROUTE 29 - U.S. ROUTE 250 BYPASS

Conc. Island

0.5’ Curb

0.5’ Curb

Sign

Sig

n

Asphalt

Asphalt

Grass

Shrubs

Asphalt

Shr

ubs

Grass

Grass

Woo

d Sig

n

Woo

d Sig

n

Guardrail

Grass

Grass

Wood

Sign

2.5’ C

&

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na

Metal Sig

ns

(N57 4

8’38"W 105.18’)

(S34 09’18

"W 14

2.95’)

(S70 3

3’18"W

140.03’)

(S70 3

3’18"W

68.61’)

(N63 45’10"W 110.81’)

(N82 31’39"W 74.99’)(S76 32’

38"W 57.54’)

(N84 00’49"W 169.80’)

D.B. 996 PG. 557Easem

entEx. Stormwater

& Drainage

D.B. 996, PG. 557

Ex. Access Easement

PL

PL

PL

D.B. 995, PG. 128

Sewer Easement

Ex. 20’ SanitaryD.B. 9

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Sewer E

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Ex. 2

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nitary

D.B. 9

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57

15’ Sanitary S

ewer E

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(S34 09’18

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5

Existing

R/

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S58 4

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S

R

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Posts

Metal

N31 18’5

1"E

12.14’)

(S37 58’0

0"W

N67 42’51"

E

S85 22’06"E

S66 35’37"E

N73 42’1

1"E

S86 51’16"E

In Pl. 1

8" CP

P

Botto

m = 4

75.47’

Inv’s Ina

ccessible (Recessed)

Rim

= 479.84’

In Pl. DI

In Pl. 1

8" CP

P

Inv. O

ut = I

ndeterm

Inv. I

n = 4

75.10’

Rim

= 480.21’

In Pl. DI

= 19.4’

Bridge Clear

ance

= 16.8’

Bridge Clear

ance

= 23.0’

Bridge Clear

ance

= 20.4’

Bridge Clear

ance

33

34

35

36

37

38

102

103

104

105

106

107

108

N86 06’12"E Route 250 Survey

Baseline

N37 59’28"

E

Route 2

9 Sur

vey

Bas

eline

=

07 12’3

4" Lt.

PI 34+0

4.4

1 Route 2

50 Surv

ey B

aselin

e

N43 04’55"

E

Route 2

9 Survey B

aseline

= 43 0

1’17" Rt.

PI 38+8

0.81 Route 2

50 Surv

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aseline

POT 10

4+9

3.76 Route 2

9 Surv

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aseline

Full of

Stan

ding

Water

to Deter

mine

Inv. O

ut = U

nable

Inv. I

n = 4

74.96’

Rim

= 479.79’

In Pl. Stor

m MH

250

OF

F

RA

MP

RTE. 25

0 ON

RAMP

U.S. ROUTE 250 BYPASS

SBL

U.S. R

OUTE 29 -

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H

EM

ME

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ET

Concrete

Pad

Overh

ead Sig

non C

oncr

ete

Pad

Con

crete

Post

Pad

Con

crete

24" - 12" Pines (Typ.)

Inv.

Out = 487.2

9’

w/

Con

c. E

nd Section

In Pl. 15" R

CP

Inv.

Out = 487.75’

Rim

= 492.3

1’

In Pl. C

DI

Inv. Out = 457.67’In Pl. 15" RCPInv. Out = 458.81’Inv. In = 458.86’Rim = 462.32’In Pl. Storm MH

In Pl. 15

" RCPInv. Out = 4

61.86’

Inv. In

= 461.88

’

Rim =

466.26’

In Pl. C

DIIn Pl. 15

" RCPInv. In

= 463.3

8’

Inv. O

ut = 4

63.93’

In Pl. 1

5" RCP

Inv. O

ut = 4

64.17’

Inv. I

n = 4

64.20’

Rim

= 468.28’

In Pl. C

DI

In Pl. 1

5" RCP

Inv. O

ut = 4

64.96’

Rim

= 469.23’

In Pl. C

DI

Inv. Out = 456.28’In Pl. 15" RCP

Inv. Out = 456.47’Inv. In = 456.67’

Rim = 461.28’In Pl. CDI

In Pl. 15" RCPInv. Out = 460.20’Inv. In = 460.22’

Rim = 465.23’In Pl. DI

In Pl. 15" R

CP

Inv. Out = 4

60.93’

Inv. In = 4

60.97’

Rim = 466.25’

In Pl. C

DI

In Pl. 15" R

CP

Inv. Out = 4

62.41’

Rim = 468.03’

In Pl. C

DI

(Full of Tra

sh)

Rim

= 479.2

4’

In Pl. DI

Inv.

Out

= 450.2

1’In

v. In =

451.5

4’

w/

Con

c. E

nd

walls

In Pl. 2

4"

RCP

Inv.

Out = 467.9

5’

Inv. In = 472.11’

w/

Con

c. End

walls

In Pl. 2

16LF

- 24" R

CP

Asphalt

Asphalt

Irri

gation Contr

ol Valve

2.5’ C & G

Conc. Wall

6"

Orn

amental

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2.5’ C & G

2.5’ C

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Limited Access Line

Existing R/W &Limited Ac

cess Line

Existin

g R/W

&

Limited A

ccess

Line

Begin E

xisting

0.5’ Curb

In Pl. 3

76LF-30"C

PP

Inv. O

ut = 4

74.48’

Inv. I

n(SE) =

474.5

3’

Inv. I

n(NE) =

474.5

0’

Rim

= 481.

35’

In Pl. Stor

m MHIn

v.

Out = 472.5

5’

w/ St’d E

S

In Pl. 7

1LF-3

0"C

PP

Inv.

Out = 473.5

3’

Inv. In = 473.6

1’

Rim

= 486.4

3’

In Pl. DI

ONLY

ONLY

ONLY

221

222

223

224

225

226

227

228

104

105

PRC 105+57.23

106

107

108

109

PT 109

+49.67

110

Route 250 Bypass Constr. BL

Route 250 Bypass Constr. BLP.O.C.

STA. 105

+44. 77 Rte.

29 Co

nstr. B

P.O.T. STA. 2

25+23. 87 Rte. 2

50 B

ypass

Constr. B

Delta

= 62 1

9’ 06" R

T.

LL

MAT

CH

EXIS

TIN

G

APP

RO

X. 60

MP

H

Cur

ve 2

910

1

PI = 10

7+53.52

T = 19

6.2

9’

L = 392.45’

R = 6,000.00’

105+5

7.23

109+4

9.67

10

11

12

13

14

15

16

17

LAccess for Wall Maint. Constr. B

50

51

52

53

50 SCALEPOST-CONSTRUCTION DUAL WB-67AUTOTURN

Rt 29 Solutions

Agenda item 8: Disposed Bypass Right-of-Way, Value of Closed Sales

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Property Acquisition Price Sales Price Variance1 $173,000 $220,000 $47,0002 $216,000 $216,000 $03 $519,000 $438,586 ($80,414)4 $314,000 $314,000 $05 $567,200 $567,200 $06 $540,000 $480,000 ($60,000)7 $595,000 $425,000 ($170,000)8 $515,000 $400,400 ($114,600)9 $375,000 $132,300 ($242,700)

10 $370,000 $400,000 $30,00011 $275,000 $295,625 $20,62512 $70,000 $15,000 ($55,000)13 $61,000 $9,000 ($52,000)14 $295,000 $270,967 ($24,033)15 $500 $500 $0

TOTAL $4,885,700 $4,184,578 ($701,122)

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Agenda item 8: Disposed Bypass Right-of-Way; Conservation Easements

A conservation easement ran with four properties acquired for bypass. VDOT purchased a release of the easement for the bypass.

Easements being reestablished on each property before sale.

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Agenda item 9: Rio GSI Detour Routes and Signs; May 23 - Sep 2

Graphic on next slide (Print copy provided to PDAP)

Dave Covington will walk through reading of detour key

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Agenda item 10: May 26 Meeting Start Time

May 26 PDAP meeting will start at 10:30 am and not 2:00pm

Meeting will be at usual location (VTRC)

Secretary Aubrey Layne will attend

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Agenda item 11: New Business and Wrap Up

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Agenda item 12: Adjourn

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Rt 29 Solutions Project Delivery Advisory Panel

May 12, 2016

rt 29 solutions project delivery advisory panel · rt 29 solutions agenda item 6: rt 29 solutions...

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