route 13 report 2016-04 - virginia department of …u.s. route 13 segment locations. segment # start...
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5chapter
Crossovers
6 | EASTERN SHORE SAFETY STUDY
Crossovers5
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5
EASTERN SHORE SAFETY STUDY |
Crossovers
5.1 Introduction
rosso ers or median openings inherently create increased ris for crashes along a corridor due to the introduction of potential right angle and rear end con icts with other tra c. This ris is more signi cant when tra el speeds are high and turn lanes are not su cient to allow slower mo ing turning ehicles to mo e out of the main tra el lane. Openings in a median can be classi ed in three manners signali ed intersection unsignali ed intersection or crosso er. There are 26 openings in the median along the U.S. Route corridor of which 6 are crosso ers. rosso ers pro ide access to residential commercial dri eways farm entrances or areas for u turns. The 2 2 Study recommended that crosso ers be closed. Since that time 6 crosso ers ha e been closed. This chapter ree aluates the signali ed intersections unsignali ed intersections and remaining crosso ers to determine if any should be closed and if not what impro ements should be made at each opening.
5.2 Evaluation
any of the crosso ers along U.S. Route do not ha e left turn lanes. f turn lanes do exist the total turn lane storage and taper lengths are less than the feet guideline pro ided in DOT s Road Design manual for rural roads. During the e aluation of the crosso ers the study team examined the intersection and crosso er spacing to determine if they were in compliance with DOT s Access
anagement guidelines. The study team also too into account the usage of the crosso er crash history in the icinity of the crosso er and the impro ements necessary to impro e the o erall safety of the corridor. U.S. Route was e aluated as a system of access management in balance with enhanced safety.
The general steps in the e aluation began in se uence with distance from the ad acent opening direct land use access or connector to local roadway networ crash history and con enience of the closest u turn opportunity if closed. f closure was not recommended then left turn lanes were recommended to be lengthened or added. The recommendations establish a standard for e ery median opening to ha e northbound and southbound left turn lanes with tapers.
A speci c treatment recommendation in this hapter is the use of the Restricted rossing U turn ntersection R UT as shown in Figure 5. . The R UT or
superstreet intersection remo es the left turn and through mo ements from the side street approaches. nstead these mo ements are accommodated by a right turn onto the main road and then a u turn maneu er approximately feet after the intersection. eft turns from the main road remain unchanged. This is a pro en techni ue in reducing crashes since the side street tra c is limited to right turns only whereas the dri er only has to nd acceptable gaps in one direction of tra c at a time instead of simultaneous gaps. Essentially the complete maneu er is bro en down into simpler steps. The FH A R UT rief is pro ided in Appendix F.
Figures 5.2 to 5. present the location of all crosso ers and intersections the crosso ers recommended for closure in the 2 2 Study the crosso ers closed since 2 2 recommendations from DOT during a 2 e aluation and the recommended closure or treatment based on this current study. Of the 5 remaining crosso ers identi ed to be closed in the pre ious study only 5 are still recommended to be closed. There are also 5 partial closures or R UT median openings recommended. The detailed tabulated results of the e aluation can be found in Appendix D.
RCUT Intersection Diagram.Figure 5.1.
LEGENDCrossingMergingDivergingVehicle Paths
Table 5.1.U.S. Route 13 Segment Locations.
Segment # Start Mile Post
End Mile Post Corridor
1 70.00 74.78 Route 600 (Kiptopeke) to Route 624 (Cape Charles)
2 74.78 78.91 Route 624 (Cape Charles) to Route 642 (Cape Charles)
3 78.91 86.55 Route 642 (Cape Charles) to Route 630 (Martin Siding)
4 86.55 89.03 Route 630 (Martin Siding) to Route 628 (Treherneville and Machipongo)
5 89.03 93.90 Route 628 (Treherneville and Machipongo) to Route 617 (Nassawadox)
6 93.90 98.48 Route 617 (Nassawadox) to Route 618 (Exmore)
7 98.48 103.03 Route 618 (Exmore) to Route 607 (Melfa, Keller, Painter)
8 103.03 110.41 Route 607 (Melfa, Keller, Painter) to Route 639 (Accomac and Onley)
9 110.41 117.54 Route 639 (Accomac and Onley) to Business 13/Route 663 (Mary N Smith Area)
10 117.54 120.23 Business 13/Route 663 (Mary N Smith Area) to Route 679
11 120.23 123.47 Route 679 to Route 681 (Nelsonia)
12 123.47 125.57 Route 681 (Nelsonia) to Route 729 (Mappsville)
13 125.57 128.90 Route 729 (Mappsville) to Route 692 (Oak Hall and Temperanceville)
14 128.90 133.93 Route 692 (Oak Hall and Temperanceville) to Route 175
15 133.93 138.10 Route 175 to Maryland State Line
RT 175 0.00 6.98 Route 175 from US Route 13 to Mosquito Creek
Source 2 2 U.S. Route allops sland Access anagement Study..
| EASTERN SHORE SAFETY STUDY
Crossovers5
Eastern Shore Safety Study
1
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© Harris Corp, Earthstar Geographics LLC Earthstar Geographics SIO © 2016 Microsoft Corporation.
LEGENDMedian Crossovers
2002 Recommended Crossover Closure
2015 Recommended Crossover Closure
Crossover Closed Since 2002
Retain Current Crossover Configuration
Lengthen Left Turn Lanes: NB, SB, or Both
Add Left Turn Lanes: NB, SB, or Both
Install RCUT Partial Closure
1
2
3
4Median Closures
Figure 5.2
Eastern Shore Safety Study 2,500 FT0
5
EASTERN SHORE SAFETY STUDY |
Crossovers
Nelson
ia Rd
Bear
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1
Segment #14Start Mile 128.90End Mile 133.93
Segment #13 Start Mile 125.57End Mile 128.90
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© Harris Corp, Earthstar Geographics LLC Earthstar Geographics SIO © 2016 Microsoft Corporation.
LEGENDMedian Crossovers
2002 Recommended Crossover Closure
2015 Recommended Crossover Closure
Crossover Closed Since 2002
Retain Current Crossover Configuration
Lengthen Left Turn Lanes: NB, SB, or Both
Add Left Turn Lanes: NB, SB, or Both
Install RCUT Partial Closure
1
2
3
4
2,500 FT0Median Closures
Figure 5.
Eastern Shore Safety Study
5 | EASTERN SHORE SAFETY STUDY
Crossovers5
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Segment #10 Start Mile 117.54End Mile 120.23
Segment #9Start Mile 110.41End Mile 117.54
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© Harris Corp, Earthstar Geographics LLC Earthstar Geographics SIO © 2016 Microsoft Corporation.©©
LEGENDMedian Crossovers
2002 Recommended Crossover Closure
2015 Recommended Crossover Closure
Crossover Closed Since 2002
Retain Current Crossover Configuration
Lengthen Left Turn Lanes: NB, SB, or Both
Add Left Turn Lanes: NB, SB, or Both
Install RCUT Partial Closure
1
2
3
4
Median Closures
Figure 5.
Eastern Shore Safety Study
2,500 FT0
5
EASTERN SHORE SAFETY STUDY | 5
Crossovers
3
1
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14
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1Segment #9Start Mile 110.41End Mile 117.54
Segment #8 Start Mile 103.03End Mile 110.41
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LEGEND
© Harris Corp, Earthstar Geographics LLC Earthstar Geographics SIO © 2016 Microsoft Corporation.©©©
1
2
3
4
Median Crossovers
2002 Recommended Crossover Closure
2015 Recommended Crossover Closure
Crossover Closed Since 2002
Retain Current Crossover Configuration
Lengthen Left Turn Lanes: NB, SB, or Both
Add Left Turn Lanes: NB, SB, or Both
Install RCUT Partial Closure
2,500 FT0
Median Closures
Figure 5.5
Eastern Shore Safety Study
52 | EASTERN SHORE SAFETY STUDY
Crossovers5
3
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1Segment #8Start Mile 103.03End Mile 110.41
Segment #7 Start Mile 98.48End Mile 103.03
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13
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23
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© Harris Corp, Earthstar Geographics LLC Earthstar Geographics SIO © 2016 Microsoft Corporation.
LEGENDMedian Crossovers
2002 Recommended Crossover Closure
2015 Recommended Crossover Closure
Crossover Closed Since 2002
Retain Current Crossover Configuration
Lengthen Left Turn Lanes: NB, SB, or Both
Add Left Turn Lanes: NB, SB, or Both
Install RCUT Partial Closure
1
2
3
42,500 FT0
Median Closures
Figure 5.6
Eastern Shore Safety Study
5
EASTERN SHORE SAFETY STUDY | 5
Crossovers
1
1
2
3
243
23
2
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3 123 1
3
31
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123
1
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13
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13
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MILE
99
MILE
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MILE
96
Seaside Rd
MILE
95
MILE
94
MILE
93
MILE
91
Segment #6Start Mile 93.90End Mile 98.48
Segment #5 Start Mile 89.03End Mile 93.90
Exmore
618
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wn
owowwn
wn
RdRddRdRd
617
woodrwrwWWeWWWW rwoodWeWeiWeWei oooo ddrrrwowooood
estnnrBirdBirdBi dsnestrdrdsneestst
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tt
MILE
92
LEGEND
Median Crossovers
2002 Recommended Crossover Closure
2015 Recommended Crossover Closure
Crossover Closed Since 2002
Retain Current Crossover Configuration
Lengthen Left Turn Lanes: NB, SB, or Both
Add Left Turn Lanes: NB, SB, or Both
Install RCUT Partial Closure
© Harris Corp, Earthstar Geographics LLC Earthstar Geographics SIO © 2016 Microsoft Corporation.
1
2
3
4
2,500 FT0
Median Closures
Figure 5.
Eastern Shore Safety Study
5 | EASTERN SHORE SAFETY STUDY
Crossovers5
Kendall
Gro
ve Rd
Seaside Rd
Courthouse Rd
Wils
onia
Nec
k D
r
3
23 3
23
23
23
23 2
3 23 3
23 3
23
32
32
11
32
13
Machipongo
Bayside Rd13
MILE
91
RamshornBay
Key Map
13
175
MILE
90
MILE
89
MILE
88
MILE
87
MILE
86
MILE
85
MILE
84
628 630
KendallGrove
MartinsSiding
Eastville
Segment #5Start Mile 89.03End Mile 93.90
Segment #3Start Mile 78.91End Mile 86.55
Segment #4 Start Mile 86.55End Mile 89.03
23
5556.5886e 8e MMMMd Mdnd iEEnnd MMil 86.5ille 886.556.555
MILE
91
RamshornRRamshorrnyBaBayBBayay
pKKey My MaKKeyy apMMKKeKeyey Mapp
13
175
End Mile 8EnEndd MiMil 86 5lele 8686 55555
1 yyy
33
dal
Kendnda
KeKenKeKend
Kenda
nda
nddalldadadall
Groove
R
Grovve
Rd
dallG
allall G
allGll GroGroGroo
vro
vGroo
veovovovve R
veeRdRdRd
de Rdd
Seaside Rd
Sea idSSeSeaSeeaseaasiassidsiideidde de RdRdRdRdRdRdRd
ourthouse RdCourthCCCoCouCoourouurturrthrtthothhouhoousouuseusse se RdRdRd
Wiils
onia
Wi
Wi
Wils
Wi
Wil
Wi
Wils
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rk
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Dr
Dr
Dr
3
23 3
23
23
23
23 2
3 2
3323 3
23
32
32
11
32
1
MachipongoMachipongo
BayysideyyyBaysidBaBaBayBayBaBaBaysyayayysiyyssidsidideiddede13
1
MILE
90
MILE
89
MILE
88
MILE
87
MILE
86
MILE
85
MILE
84
628 630
KendaKeKendallGroveG ororovoveve
MartinsMartrtinsSidinSidSSidingdi gng
2EastvilleEEa tviststvtvvi elle
e Rde Rde RdRdRd
t #Segment #5tegmenS t #5SSeSegegmgmemenennt #5#5Start Mile 89.03StStatarartrt MiMililele 899 0389.9.0303End Mile 93.90EnEndnd MiMill 93 9ilele 9393.903.9090
2
gment #3t #3t #SeSSSSegmentSegment #3ment #3Segegmgmemenennt #3#3e 78.9rt MiStart MilStaStStatarartrt MiMille 78.91ilele 7878.8.91191
E d Mil 8E d Miil 86 5l 866 5555
3
Segment #4SeegmeSegegmgmemennt #4ennt #4#486.55e 8Mile t Mt rStart Mile 8SSSSttaaStart Mile 86StStatarartrt MiMililele 866 566 555586.6.5555
End Mile 89.03EnEndnd MiMililele 8989.9.0303
23
gg
© Harris Corp, Earthstar Geographics LLC Earthstar Geographics SIO © 2016 Microsoft Corporation.©©©
LEGENDMedian Crossovers
2002 Recommended Crossover Closure
2015 Recommended Crossover Closure
Crossover Closed Since 2002
Retain Current Crossover Configuration
Lengthen Left Turn Lanes: NB, SB, or Both
Add Left Turn Lanes: NB, SB, or Both
Install RCUT Partial Closure
1
2
3
4
2,500 FT0
Median Closures
Figure 5.
Eastern Shore Safety Study
5
EASTERN SHORE SAFETY STUDY | 55
Crossovers
3
3
3
3
4
323 3
3
2 3 3
21 3 1 1 1 3 3
1 1 1 1 2 1 1 1 31 1
13
MILE
83
CherrystoneInlet
Key Map
13
175
MILE
82
MILE
81
Fairview
Cheriton
Segment #3Start Mile 78.91End Mile 86.55 Segment #2
Start Mile 74.78End Mile 78.91
Cher
ryst
one
Rd
S Bayside Rd
Fairview Rd
Cape Charles
Stone Rd
Plan
tatio
n D
r
630
MILE
79
MILE
78
MILE
77
MILE
76
MILE
80
Cobb
s St
atio
n Rd
2 3 32 3 32 3
CherrystoneCherrystoCherrryrysyststotonenletInletet
t #3gment #3tt #SeSegS mSSSegmentSeSegegmgme 3e t 3nt #333menennt #3#3Start Mile 78.9StStatarartrt MiMililele 7878.918.91191
86.55e 8e 88MMd Mil 86.6 555d Mile 86 555555555EnEndd MM 686lEnEndnd MiMililele 8686.6.5555 tgment #2t #SeSS ggSegmenS tSSSSeSegegmgme tnmenennt 222222#2#2rt Mile 74.78SStSttart MilStatarartrt MiMille 74.7ilele 7474.4. 87878
78 9M e 7Mnd MEE ddEnEnd ile 788 9d Mile 78 9Milnd MiMililele 7878.91918.91191
Cher
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ne
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neonRd
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ape CCape CharlesCCCCape CharlesCape CharlesCaCappe Charrlees
Rdtonee R
StoneStStoSttotoone
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RdRdRd
MILE
8
pKKey My MaKKeyyKKeKey apMMey Mapp
13
175
CoooooCooCoCobb
Sbs
SSta
tioon o
obobbbbbb
s bsStSSt
aStt
attaatattiotioo
n Rd
ooioon on
RdRdRd
2 3#SS 3#33
8
3
3
333
3
4
323 3
3
21 3 1 1 1 3
1 1 1 1 2 1 1 1 31 1
13
3
MILE
82
MILE
81
FairviewFaiFaFairviewrvrvviewew
CheritonCherrittonitoton 3
S BaysideS BaBayBaaysayysiyssidsideideiddede
Fairview RdrviFaiFaFaFaiFaiFaFaFaiairiaiirviirrvirvvieview Rdiewieewew RdRdRd
Plan
tatttti
PlPla
Planlaalaantann
tanttattaatiatatio
n D
tiottittion
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ion
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Dr
DDr
Dr
e RdRde RddRdRd630
MILE
79
MILE
78
MILE
77
MILE
76
MILE
80
LEGENDMedian Crossovers
2002 Recommended Crossover Closure
2015 Recommended Crossover Closure
Crossover Closed Since 2002
Retain Current Crossover Configuration
Lengthen Left Turn Lanes: NB, SB, or Both
Add Left Turn Lanes: NB, SB, or Both
Install RCUT Partial Closure
© Harris Corp, Earthstar Geographics LLC Earthstar Geographics SIO © 2016 Microsoft Corporation.
1
2
3
4
2,500 FT0
Median Closures
Figure 5.
Eastern Shore Safety Study
56 | EASTERN SHORE SAFETY STUDY
Crossovers5
13
1 1 1 1 1 13 3 44 11 1
113
MILE
75
Chesapeake Bay
BridgeTunnel
Key Map
13
175
MILE
74
624
Capeville
Segment #2Start Mile 74.78End Mile 78.91
Segment #1 Start Mile 70.00End Mile 74.78
MILE
70
Kiptopeke Dr
MILE
73
MILE
72
MILE
71
Townsend
Kiptopeke
Chesapeake Bay
Tow
nsen
d D
r111
11 1
113
MILE
75
peake apeaesaesaCheCheCChe p kkeessappeeakeke ayB yBBayBBBayaydgeBriBB dBB iBrridggedgenneT nneunTuTunnel
pKKey My MaKKeyyKKeKey apMMey Mapp
13
175
MILE
74
624
pCapevC iCaapeevvi elle
Segment #2SeSegegmgmemenennt #2#2Start Mile 74.78StStatarartrt MiMille 74.7ilele 7474.4. 87878End Mile 78.9EnEndd Mile 8.9nd MiMililele 7878.918.91191
Segment #SSegmentSegegmgmemenennt 1#11#170.00Mile 7t MStart Mt tt tSSStStatarartt il 0 00 0MMil 70rt MiMililele 7070.00000.0000
End Mile 74.78EnEndnd Mile 74.7MiMililele 7474.4. 87878
MILE
70
t #t 1#111
peke DDr
pDDrDD
eketoppep
ptoopptoip
KipKKKiKiiKiKKipKiKipKipKiKipKipKiptKiptKipKipKippto
ptptopopptope
opopeopoppekpepepepekepekke D
kee DDrDrDr
MILE
73
MILE
72
MILE
71
TownsenddownsendToTow sendownnssend
KiptopekeKKKi tKiKi oopppptttopepptotop kkkepekeke
Chesapeake CCChesapeaCh peessape kkeeakeke BayBBayay
Tow
nse
ownden
doww
nse
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Tow
nowoww
nsw
nnse
nsen
d D
seen
seenden
deenn
d ndndndDDDDDD
rDD
rDD
r
43
vapevilleCappCCCCappevvvi elle
rr3
1 1 1 1 13 3 44
pp
13
© Harris Corp, Earthstar Geographics LLC Earthstar Geographics SIO © 2016 Microsoft Corporation.
LEGENDMedian Crossovers
2002 Recommended Crossover Closure
2015 Recommended Crossover Closure
Crossover Closed Since 2002
Retain Current Crossover Configuration
Lengthen Left Turn Lanes: NB, SB, or Both
Add Left Turn Lanes: NB, SB, or Both
Install RCUT Partial Closure
1
2
3
4
2,500 FT0
Median Closures
Figure 5.
Eastern Shore Safety Study