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
Rt 29 Solutions
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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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Agenda item 6: Rt 29 Solutions Project Updates (continued)
Rt 250 / 29 Interchange (continued)
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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Agenda item 6: Rt 29 Solutions Project Updates (continued)
Rt 250 / 29 Interchange (continued)
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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Agenda item 6: Rt 29 Solutions Project Updates (continued)
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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Agenda item 6: Rt 29 Solutions Project Updates (continued)
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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Agenda item 6: Rt 29 Solutions Project Updates (continued)
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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Agenda item 6: Rt 29 Solutions Project Updates (continued)
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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Agenda item 6: Rt 29 Solutions Project Updates (continued)
Rt 29 Widening
Significant lane closures this week (nighttime)
• Route 29 left lane closure NB and SB
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Agenda item 6: Rt 29 Solutions Project Updates (continued)
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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Agenda item 6: Rt 29 Solutions Project Updates (continued)
Rt 29 Widening (continued)
Anticipated significant upcoming lane closures (nighttime)
• Route 29 left lane closure NB and SB
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Agenda item 6: Rt 29 Solutions Project Updates (continued)
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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Agenda item 6: Rt 29 Solutions Project Updates (continued)
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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Agenda item 6: Rt 29 Solutions Project Updates (continued)
Berkmar Extended (continued)
Significant lane closures this week • Flagging operation along Rio Mills Road
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Agenda item 6: Rt 29 Solutions Project Updates (continued)
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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Agenda item 6: Rt 29 Solutions Project Updates (continued)
Berkmar Extended (continued)
Anticipated upcoming significant lane closures this week • Flagging operation along Rio Mills Road
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Agenda item 6: Rt 29 Solutions Project Updates (continued)
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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Agenda item 6: Rt 29 Solutions Project Updates (continued)
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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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Agenda item 6: Rt 29 Solutions Project Updates (continued)
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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Agenda item 6: Rt 29 Solutions Project Updates (continued)
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
&
G
0.5’ C
urb
Woo
d Sig
n
Guardrail
RTE. 2
50 O
FF RAMP
RTE. 2
50 O
N RAMP
Guardrail
Asp
halt Drive
Asp
halt Drive
C
&
G
0.5’ C
urb
0.5’ C
urb
0.5’ C
urb
Conc.
Ditch
0.5’ C
urb
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
&
GAnten
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
95, P
G. 12
8
Sewer E
asem
ent
Ex. 2
0’ Sa
nitary
D.B. 9
96, P
G. 5
57
15’ Sanitary S
ewer E
asem
ent
45.00’)
(S34 09’18
"W
73.7
3’
Nail +80.0
5
Existing
R/
W
N60 3
9’05"W
S58 4
1’09"E
R
S
R
S
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
ey B
aseline
POT 10
4+9
3.76 Route 2
9 Surv
ey B
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 -
NORT
H
EM
ME
T ST
RE
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
Asphalt
2.5’ C & G
2.5’ C
& G
Trees
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
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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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46
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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