<<

State Project No.: 0079-245 Federal Aid Project No.: TBD I-91/I-691/ Route 15 Improvements in Meriden, CT

PROJECT DESCRIPTION Interchange Improvements to I-691 Eastbound Off-Ramp to I-91 Northbound

LOCATION:

This proposed project is located on a segment of Interstate 91 (I-91) that provides access to Route 15 (), (I-691), and East Main Street in the City of Meriden. All three highways in the project area consist of a complex system of mainline lanes, weave sections and ramp connections that form the I-91/I-691/Route 15 Interchange. The improvements proposed as part of this project encompass highway elements along the northbound direction of I-91 and eastbound direction of I-691 within the limits as described below.

• The proposed project limits begin on I-91 NB from the junction of the on-ramp from Route 15 NB (MP 19.6) to the Middletown rest area (MP 21.42) for approximately 1.8 miles.

• The proposed project limits begin on I-691 EB off-ramp (MP 0.02) and extend to its junction with I-91 NB for approximately 0.4 miles.

PURPOSE AND NEED:

The purpose of this project is to reduce congestion for the traffic movement at the left-handed off-ramp from I-691 EB to I-91 NB and along I-91 NB mainline and address associated safety concerns within the proposed project limits. The project intends to complete the following:

• Reduce traffic congestion to achieve a Level of Service (LOS) of D or better by design year 2051.

1

State Project No.: 0079-245 Federal Aid Project No.: TBD I-91/I-691/ Route 15 Interchange Improvements in Meriden, CT

• Improve safety associated with crashes caused by congestion and weaving.

The proposed improvements consist of widening the off-ramp from I-691 EB to I-91 NB (Interchange no. 11) to two lanes and the construction of an operational lane on I-91 NB from the on-ramp from Interchange no. 11 s and the Middletown rest area.

EXISTING CONDITIONS:

I-691 Eastbound and Westbound

Within the project limits, I-691/Route 66 consists of two mainline lanes of travel in each direction. Access to I-91 NB (Interchange no. 11) consists of a single-lane left-hand off-ramp from I-691 EB that merges with a single-lane I-691 WB off-ramp prior to merging with I-91 NB.

The existing (year 2017) operating conditions along mainline I-691 eastbound and westbound are considered good based on a level of service “C” or better. Intermittent backups on the I-691 EB off-ramp prior to its merge with the I-691 WB off-ramp have been observed during the peak hours. Future 2051 traffic volumes are anticipated to increase considerably resulting in LOS “E” on I-691 EB downstream of the off-ramp to I-91 NB. The off-ramp from I-691 EB to I-91 NB is expected to operate at a LOS “F” in 2051.

I-91 Northbound

I-91 NB within the project limits consists of three mainline lanes of travel. North of its merge with Interchange No. 11 ramps (MP 20.41), the existing I-91 NB serves an AM peak hour volume of 5,150 vehicles that is expected to increase to approximately 6,170 vehicles in 2051. The single lane entrance ramp from I-691 currently has an AM peak hour volume of 1,700 vehicles is expected to increase approximately to 2,070 vehicles per hour in 2051.

Levels of service downstream of the on-ramp from I-691 on I-91 NB are anticipated to be “C” during the AM and PM peak periods in 2051. The level of service upstream of the Interchange No. 11 ramp reduces to a LOS “E” in 2051 due to the heavy traffic from the ramp and mainline I-91 NB resulting in traffic congestion and backups.

The I-91 NB segment between the I-691 Interchange No. 11 (MP 20.41) and the rest area off-ramp has three percent positive grade and high truck volume (around 10%) that results in slower traffic.

Crash History

The crash data between May 1, 2014 and April 30, 2017 indicated that there were a total of 63 crashes with 12 injuries (I-91 NB recorded 40 crashes with 8 injuries, I-691 EB to I-91 NB ramp recorded 11 crashes with 2 injuries and I-691 WB to I-91 NB ramp recorded 12 crashes with 2 injuries).

2

State Project No.: 0079-245 Federal Aid Project No.: TBD I-91/I-691/ Route 15 Interchange Improvements in Meriden, CT

The predominant types of crashes consist of the following:

I-91 NB I-691 EB (ramp to I-91 NB) I-691 WB (ramp to I-91 NB) Fixed Object – 37% Fixed Object – 64% Fixed Object – 83% Rear End – 35% Rear End – 27% Right Angle – 9% Sideswipe – 28% Sideswipe – 9% Sideswipe – 8%

The crash data show that the predominant types of crashes on the roadway segments can be attributed to congestion due to limited ramp capacity as well as to congestion on I-91 mainline.

Traffic Volumes

Maximum approximate peak hour volumes observed in the year 2017 and projected to the year 2051 for each highway corridor within the project area are as follows:

Year I-91 NB I-691 EB (ramp to I-91 NB) I-691 WB (ramp to I-91 NB) 2017 5,370(5,350)* 1,620(1,560) 80(60)

2051 6,440 (6,430) 1,970(1,890) 100(70)

*AM Peak volume (PM Peak volume)

PROPOSED IMPROVEMENTS

I-691 Eastbound

It is proposed to widen the exit ramp from I-691 EB to I-91 NB to increase capacity and reduce congestion. Bridge No. 01837 will be widened due to the proposed improvements. The merge point of the I-691 EB and WB off-ramps will be re-aligned to improve traffic operations by providing additional storage and maneuverability for vehicles.

3

State Project No.: 0079-245 Federal Aid Project No.: TBD I-91/I-691/ Route 15 Interchange Improvements in Meriden, CT

I-91 Northbound

I-91 NB is proposed to be improved between the on-ramp from Route 15 NB and the Middletown Rest Area by adding an operational lane and widening Bridge No. 03051 (I-91 NB over Baldwin Avenue) to accommodate the additional mainline lane. The deck for this bridge is also proposed to be replaced.

No right-of-way impact is anticipated as part of this project.

ESTIMATED COSTS:

• Construction ………………………………...$45 million (2023 Construction Year) • ROW …………………………………………$0 • Utilities ……………………………………….TBD • Preliminary Engineering ……………………$25 million (Includes Project 79-240 and 79-246)

SCHEDULE (DESIGN/BUILD):

• Design Approval………………………………………………… 2/16/2021 • Procurement ...... February 2022 • Final Design Completion Date ...... February 2023 • Construction Completion Date...... 3/31/2025

4

Y

R T B

N O

E U U U O

N E D C E N

C E T V D

A A

R

T T Y I E TRE

O N S

R O

T L T T E AMI T E TY D U E 21.96 B R

T

S D F . 15 R 5 N D C ST OUNTRY RE

C D C Y LUB DR O IVE E

E

O

V . N D W A I T

O H O

R R S

T EST E R H YC C SHAD

D

N T S STREET E

R A

L E ROAD L L O L . I B M N T E I H C . V C R I H S D T

A R T O HIL E O S E L NEYCRE PINE E L S D T S D . R D R. . E . EE RIDG W O N TR L T A M P I S L L

K B A L T U B O E WO I E OD UE R R YME F N R O R E E T E AR AV S Y U D KN U . O G LL E H A T IC N K G S O D S S O R

T O D D . B

L O

A D R

EN W G

M R A O

Y O N S A Y

R M D

F REST D ITH S RO

T B T CT . ST IN NE IC . N U

O T R

S C

D H N

I D

L A

L E D O

C L AREA

P

R L S I . H AR R O

A O T S O K T AD N T F S D R A . T Y L . E T H F T T E I M G A F R R

S R E H R T O N T O S P T E S B N Y L B O A A W F TR

N C I . T KS N

O EE H

T STR TO IL N L L S S N D . T E R A E . . O

O DG I T Y BR M T C A

N C S

S

O T

L

O E

C

E N

T

O

A R

S ROAD

T Z

I . U

S T A C

T L R

O

E A

D L

E

E L

VE R O I V

D T

IDGE R I

R W L E EN T

K D S

EC H E

BR S R

N E I I

UE T F L

N D R I E O T AV R S N

E W G M D O W BU

h A DDI E O NG N t L ET R r F RID

RE T GE ST o F W E

N L A B N RIT ON D

A N A T NNI SD A D L E A O A F L MA O E N

E O Y S T T TR R AV FLO O R E L W E E ET L . E

I R S T T E

S M S R A V E T WESTFIELD E R S PR . E P ST R O AV T . T ENU N E E

N R .

E D O

U D T E MALO NEY N

R S .

R

k A

N

M E T M

T E o E D

X

AVE A U

. S R T S N o A E

X N E T TW r Baldwins ISS D I V L AV V T

T A E. E B U

A

O E Y U Sp . E Pond o B

ST o . P E

R n W E

N . A E L M T R V

IN B H S A

R

W D .

T R E

O

T O

T O

T D V

R

H I 21

S R

D M

O T O R

E E C

K K

N L G .

S O 91 L

N R

E I C G 20.97 E

U O H H C

R R I A 19 B D R C R R HA D

P H R O T A S D WAR O AVE. T. D R W A S O E T VE. A S U L D I O A N N P TK D AY W I E N ALD IN N C A O E B S V T T A R . N T

L C P R O E L D O L HIL H K A N T R N C C L E A U U I E S R B O O N D W E N I . U R E E D R V H 91 T S U H R P T 5 E BALDW T N T R AV IN EE R C R E E A ST E N

2 T C U V O N S RE DA E A EW HAVEN R # ET R HILLS RD. NOR E O

A A T P T R H K O E I D C N NS 15 A M N D E E R V

K A S I V S D I O O N

T O O W T C R E . R T A . R E A S X O D M E T U L H S P . AN L R E E

B N G

D HILL ROAD S I R B R

Y EY E N 8 A h RT D OU V E E C P E B

N U o A R T H U N E p G S E . D B T V I V R B A G T E A A H E O E S T T LD N O CT. W 8 W I I IN O .M N E H D A R # R DOW

1 E OAD L I R D N ANE G O R I

N L T E I A 2 I B

1 T P # # . R W

H O I Y H E W A .

T R D

R A T E 1 W E D R L E

E D F

R # L A

T R

V Y S 691 K O

A

E

T A L A W

Y B D

S D A M H L L T I R A E A E

H S I T T W O R Y V

E NO A R R E D RO B AD 1 G T R A L . R M I T # OR S ND C A E

E T H N B

L W R T D

E P E A L E . L AD E RO O

B L B B R H R J O E OD

L I A A DV T E

S I Z I DR

S A R .

U E O

T G I

R O E

C E W 9 N E L

N T HORS T R E SH E E O E I E L E

E

E A W V T A H

T V S L B

D L DR H 18 A E . I A W G E HW

R O A R R T Y

R . B T 10 E E

A E

R E ST C

T . CH RE DAVI R E D

T S RR E

E Y T . R E T T

C R HILL E S LA. E 691

H E R R V O I

T O T RIDGEW T U A OOD RD BRIARW R D . OO S O T D D S N g E n

E W E i .

A R S D I r T R

L

E

. T B

S R a

E D

IA R 10 D R I C S V E o K T

A O L W R AN R R E O

A L

R

W D P

AY E TO E

N T 11 V 11

T

E PL A . E

L R

R

R L G IVE R T T T D N A GH E RI O T B N E S SU E R D E

E

P T E

R

H LL R E A T W T U 18 S E S 2 K S N O T T O PROJECT U R N # E E E B W N H I . V E UB E

E L ER A R R

O C V R L ICKET T T DRIVE

N E N

A O 66 S S 68W L O

C B A M T V 91 D E. U A N

H RO W T LOCATION . N ST T ARLSO . E T M E

H U N S

T V E S O 12

R U S A N NB RIG D SHARON Y E O HT

N A A G D N RI V E O

E O 1 R 17 T V T

# R R I R T E CIRCLE . S E L U R E IB S T E E T R T M S D E T K Y N S R E E R M E N U R E P A WYNDWOOD A T E S I A T R L S 67W R L R E E T

P T K L O T ROAD

G E E I S O Y A A R E S E W

O D A N T T R U R W Y T N S T

N B V S O O I E S W C T TR O N V EET D E W E S A A U ID T ME AVEN Y . E R N T E E I

A N L E

E M N E

L P L

W E R E V L I

k B

K Y I T N O R o S C L

R S M A R C O E o A L

U L E D

L L r P I O

U T R M B N H E A M N E L A E H O C E O L P E V I P D P L C AY B T A 68N-E E L A C H A M I r . L E A A N S L L I Y Y M I A N L R o O A P R V O A L A E D S o V R S T N R C R T ER k . F

E E

E R T . I T T . U E U E E

N E L M O U S

E E D E

N N E E N V S R O E X

U U U A M T T

V

N . T N S A E

E I S A . E L E

O T

1 V L I S V E R # A L N N I S DR . E T C S A IV O ST O R W A R . S T T E DRIVE D L N

G 2 R G W . P O O O N # 66 E E I T R H I E066 004 L L

V S . E V E R L V A

A R L

V O T E L V I A Y T EY E V I D ANE S O U L A R B S PA E C R I RK E W N E 66

A R D E R R E L R P IL E Y E E S G K W

N N W RO O G O W A A C - A L V E D H T N T L D L G R E R A I T J W E D R I E Y L S M . I M A B . T V K E E L Y N H M L E Y E R V RE R K L EDE Y NOL E E L A U A T - . A W R L O F N L N P S O F OD O 13 3 U W D 0 U L T L R N E T . 0 R IS O W 6 N S S A 6 E A A V T 0 . V ST E E R V T D EN A E . R R E S N . U T 3T U E . T 0 E E 0 E # O 1 V 6 P T 06 L V I R N E D A 2 E E A O 1 N # # W E R E V C L RI T O D I U B N S C . IA T V E O R T J G E R T S E T E 2 D D R R E R O N P E # N M I L R . I . E A 1 S T . # S L L A E P T K H # AS E T 1 S R L Y A W R A V A O O E M U A . L

B H L C MAIN Y I E R U

. Y 2 D N # A A E E.MAIN E V L U F W A E E K LMHU C N RST O E R N Black V AVE A E . P A Pond I ROS Y E E C LAN I D A VE S . A R L

I D E V

P R

T M O E I P X M F . AR B E NES E AN L AVE. R A D . N E O C E Y E T G V . S R I R R M E O

. D T E N

E

. 67S

G K H V R W S 67 U T N

T A I M R D E E I E B

N R T W E V

H H

N O C J

N S A D

E R D Pond 17 A Black D O L R R I O AD M T

E

N

A . I

M R H J R O AR I LA AD N NE E ES COBB K S LE T ST O D N D MI E A LDR L A ED O M E V H T I R E C R O F A E N R D H E N U A T E E V R R S I O

O E R D H R N D O N

V R

ER T O - I T

K L W V OO W A R

Y O K E K O 16 D H O O B C Y E . W

L O M

X O

O . N R A R L D

R O D N D E E D E A D M E V O D K E A Y A P P O L M . P D W R G R A K E R I O O R I K N A O V Y D D A E H L O R P F E S T L O L A L K . L OD RI HI D S D G O O G H R E E N W

D D K C R

. L

T 91 w H R Y

I O . IL A o L D W l .

l DR E IV i V E A W R

Y O

D

A A

D W Y K D A E R

O E R N A N R P R I T U I A A N B W H E CO LL S V W IN P D O R A AN A H W N E D DGE L T E A

A M D R IL R. R L P E D R O E T AST R L . R O T C A C C OU RT C

0 2000' 4000'

HORIZONTAL SCALE 1"=2000"

STATE PROJECT NO.: DATE:

ECT NN IC

STATE OF O U C T

D

N

E

O

P I

DEPARTMENT OF TRANSPORTATION A

0079-0245 T

R

A T T M R E O N P T S O N FIGURE 7 F TRA 06/23/2020 CITY/TOWN: I-691EB TO I-91NB IMPROVEMENTS MERIDEN & MIDDLETOWN LOCATION MAP