A00803-614009.pdf
PDF 9 MB Posted
- Attached to
- 614009 DEERFIELD TO NORTHAMPTON FAP No. NHP(IM)-003S(927)X Interstate Pavement Preservation on I-9
- Solicitation number
- BD-26-1030-0H100-0H002-123919
- Issued by
- Franklin County, Massachusetts
About this file
This document contains construction plans and highway design specifications for the Massachusetts Department of Transportation (MassDOT) Highway Division's Proposal No. 614009-133274, which encompasses pavement preservation and resurfacing work on Interstate 91 spanning the municipalities of Northampton, Hatfield, Whately, and Deerfield. The project involves resurfacing approximately 11.1 miles of I-91 mainline pavement (from mile marker 26.97 to mile marker 38.1) and multiple interchange ramps at Exits 27, 30, 32, 35, and 36. The mainline pavement treatment consists of 1.00 inch fine milling followed by a 0.75-inch ultrathin bonded overlay (UTBO) with polymer, while interchange ramp pavement requires 2.25 inches of fine milling followed by 2.25 inches of Superpave surface course (SSC-12.5-P). The construction plans include detailed specifications for pavement marking layouts, catch basin adjustments, slotted pavement markers, traffic control setups, and traffic data collection station details. A note indicates that open-graded friction course on the northern portion (mile markers 36.0 to 37.7 northbound and 38.1 southbound) was removed in spring 2025, and additional milling will not be performed unless required by the engineer for ride quality compliance.
The plans establish specific technical requirements including asphalt emulsion bond coat application rates of 0.18 to 0.22 gallons per square yard for the mainline UTBO and 0.07 to 0.09 gallons per square yard for interchange ramp tack coats. Detailed cross-sections specify typical crown sections for normal pavement, catch basin adjustment protocols with 50-foot minimum transition tapers, and pavement edge drop-off management. The document includes comprehensive traffic control plans with temporary setup locations and pavement marking standards for exit ramps with both parallel and tapered deceleration lanes. Additional specifications address shoulder restoration to promote country drainage, retention of existing highway guard and median features, high-performance crack sealing at pavement joints, and hot mix asphalt berm construction with modified specifications. The construction plans date to July 2025 with an August 2025 update to the paving limit detail, indicating an active or recently initiated project phase.
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Text version
Massachusetts Department Of Transportation Highway Division Proposal No. 614009-133274
A00803 - 1
DOCUMENT A00803
DRAWINGS AND SKETCHES
Massachusetts Department Of Transportation Highway Division
A00803 - 2
THIS PAGE INTENTIONALLY LEFT BLANK
C O
N
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HIGHWAY
DESIGN SHEET 01 OF 21
N/A SCALE:
PROJECT NO.:
PAVEMENT NOTES
MAINLINE PAVEMENT:
SURFACE: 0.75 INCHES ULTRATHIN BONDED OVERLAY - TYPE 2 - POLYMER OVER
FINE MILLING: 1.00 INCH PAVEMENT FINE MILLING TO REMOVE ALL OPEN GRADED PAVEMENT.
*PLEASE NOTE THAT THE OPEN GRADED FRICTION COURSE ON THE NORTHERN
PORTION OF THIS PROJECT (MM 36.0 TO MM 37.7 NB/MM 38.1 SB) WAS REMOVED IN
SPRING OF 2025 AND ADDITIONAL MILLING WILL NOT BE PERFORMED IN THIS AREA
UNLESS REQUIRED BY THE ENGINEER IN ISOLATED LOCATIONS FOR THE FINAL RIDING
SURFACE TO MEET MASSDOT RIDE QUALITY STANDARDS.
ASPHALT EMULSION FOR BOND COAT WILL BE APPLIED BY THE ULTRATHIN BONDED OVERLAY
SPRAY PAVER AT A RATE OF 0.18 GAL/SY TO 0.22 GAL/SY.
THE MILLED SURFACE SHALL BE CRACK SEALED PRIOR TO PAVING.
NOTE: THIS PAVEMENT TREATMENT SHALL ALSO BE USED ON PORTIONS OF INTERCHANGE
RAMPS WITH EXISTING OPEN GRADED FRICTION COURSE AND SHALL BE TERMINATED AT THE
EXISTING OPEN GRADED FRICTION COURSE PAVEMENT JOINT, AS SHOWN IN THE ATTACHED
PAVING LIMIT DETAIL.
INTERCHANGE RAMP PAVEMENT:
SURFACE: 2.25 INCHES SUPERPAVE SURFACE COURSE - 12.5 - POLYMER (SSC-12.5-P) OVER
FINE MILLING: 2.25 INCH PAVEMENT FINE MILLING
ASPHALT EMULSION FOR TACK COAT SHALL BE APPLIED AT 0.07 TO 0.09 GAL/SY OVER THE
FINE MILLED SURFACE.
NOTE: SHORT PORTIONS OF INTERCHANGE RAMPS SHALL BE RESURFACED WITH ULTRATHIN
BONDED OVERLAY AS OUTLINED ABOVE AND AS SHOWN IN THE ATTACHED PAVING LIMIT
DETAIL.
614009
I-91 PAVEMENT
PRESERVATION
NORTHAMPTON-
HATFIELD-WHATELY-
DEERFIELD
PAVEMENT NOTES
DATE: JULY 2025
A00803 - 3
SH
LD
SH
O U
LD
ER
TR
AVEL LAN
E
TR
AVEL LAN
E
10FT
12FT
12FT
4FT
M
ATC
H
R
ETAIN
ALL
H
IG
H
W
AY G
U
AR
D
IN
STALL M
ILLIN
G
M U
LC
H
IN
LO
W
AR
EAS O
R
EXC
AVATE
ALL H
IG
H M
ATER
IAL IN
U N
PAVED
SH
O U
LD
ER
TO
M
ATC
H
ELEVATIO
N
O
F PR
O P
U
LTR
ATH
IN
BO
N
D
ED
O
VER
LAY.
R
ESTO
R
E SH
O
U
LD
ER
C
R O
SS
SLO
PE TO
PR
O M
O
TE
C O
U N
TR
Y D
R
AIN
AG
E.
R
ETAIN
ALL EXISTIN
G
BER
M
N O
TE: LO
W
ER
M
AIN
LIN
E
PAVEM
EN
T ELEVATIO
N W
ILL
R
ESU
LT IN
A 14 " VER
TIC
AL LIP
AT TH
E ED
G
E O
F ALL BER
M
0.75" U
LTR
ATH
IN
BO
N
D
ED
O
VER
LAY O
VER
1" FIN
E M
ILLIN
G
M
ATC
H M
ATC
H
M
ED
IAN
(W
ID
TH
VAR
IES)
1FT
R
ETAIN
ALL H
IG
H W
AY G
U
AR
D
EXTEN
D
TR
AVEL LAN
E C
R O
SS SLO
PE 1 FT
IN
TO
SH
O
U
LD
ER
(TYP.)
M
ATC
H
EXIST
G R
O U
N D
EXIST
G
R O
U N
D
I.T. PO
IN
T C
R O
W N
PR
O
P M
ILLED
R U
M
BLE STR
IP
(TYP)
PR
O
P H
IG
H
PER
FO
R
M
AN
C E
C R
AC
K SEALER
AT PVM
T JO
IN
T
IN
TER
STA
TE 91 N
O R
TH
B
O U
N D
A N
D
SO
U
TH
B O
U N
D
TYPIC
AL SEC
TIO
N
- N
O R
M
AL C
R O
W N
M M
26.9 TO
M
M 38.1
H
IG
H W
A Y
D
ESIG
N
N /A
SC
ALE:
PR
O
JEC
T N
O
614009
D
EER
FIELD
W H
ATELY, H
ATFIELD
N
O R
TH
AM
PTO
N
R
ESU
R
FAC
IN
G
AN
D
R
ELATED
W O
R K
SH
EET 02 O
F 21
D
ATE: JU
LY 2025
A00803 - 4
EXISTIN
G
R
AM
P W
ID
TH
- VAR
IES (TYP.)
M
ATC
H
EXISTIN
G C
R O
SS SLO
PE
2 14 IN
SU
PER
PAVE SU
R
FAC
E C O
U R
SE 12.5 PO
LYM
ER
(SSC
-12.5-P) (SEE N
O
TE 1)
R
ETAIN
EXISTIN
G G
R
AN
ITE ED
G
IN
G
(TYP)
R
ETAIN
EXISTIN
G
H
IG
H W
AY G
U
AR
D
2 14 IN
FIN
E M
ILLIN
G
(SEE N
O
TE 1)
N O
TE 1: A SH
O
R
T PO
R
TIO
N O
F EAC
H
R
AM
P AD
JAC
EN
T TO
I-91 M
AIN
LIN
E W
ILL BE
R
ESU
R
FAC
ED
W
ITH
1.00" FIN
E M
ILLIN
G
AN
D
0.75" U
LTR
ATH
IN
BO
N
D
ED
O
VER
LAY AS
SH
O W
N
IN
TH
E PAVIN
G
LIM
IT D
ETAIL.
H
IG
H W
A Y
D
ESIG
N
N /A
SC
ALE:
PR
O
JEC
T N
O
614009
D
EER
FIELD
W H
ATELY, H
ATFIELD
N
O R
TH
AM
PTO
N
R
ESU
R
FAC
IN
G
AN
D
R
ELATED
W O
R K
SH
EET 03 O
F 21
IN
TER
STA
TE 91 IN
TER
C
H A
N G
E R A
M P
TYPIC
AL SEC
TIO
N
M M
26.9 TO
M
M 38.1
D
ATE: JU
LY 2025
A00803 - 5
U
LTR
ATH
IN
BO
N
D
ED
O
VER
LAY 0.75"
AD
JU
ST TO
P O
F FR
AM
E AN
D
G R
ATE TO
SU
R
FAC
E O F
U
LTR
ATH
IN
BO
N
D
ED
O
VER
LAY
AD
JU
ST TO
P O
F FR
AM
E AN
D
G R
ATE TO
SU
R
FAC
E O F
U
LTR
ATH
IN
BO
N
D
ED
O
VER
LAY
M
AIN
LIN
E AD
JU
STM
EN
TS
U
LTR
ATH
IN
BO
N
D
ED
O
VER
LAY (U
TBO
R
ET EXIST PVM
T O
R
PR
O
P 2.25" SSC
-12.5-P
U
LTR
ATH
IN
BO
N
D
ED
O
VER
LAY 0.75"
AD
JU
STM
EN
T AT U
TBO
PAVIN
G
LIM
IT W
ITH
EXISTIN
G
PAVEM
EN
T O
R
PR
O P
SSC
-12.5-P AT C
ATC
H
BASIN
TAPER
U
TBO
TO
A D
EPTH
O
F 1" AT PAVIN
G
LIM
ITS
BEG
IN
TAPER
FR
O
M 3/4"
M
AIN
LIN
E U
TBO
D
EPTH
50 FT
D
IR
EC
TIO
N O
F
TR
AFFIC
D
IR
EC
TIO
N O
F
TR
AFFIC
TYPIC
A
L SEC
TIO
N
- C
A
TC
H B
A
SIN
A D
JU
STM
EN
TS
M M
26.9 TO
M
M 38.1
CONSTRUCTION PLANS.DWG Oct-25
H
IG
H W
A Y
D
ESIG
N
N /A
SC
ALE:
PR
O
JEC
T N
O
614009
I-91 PAVEM
EN
T
PR
ESER
VATIO
N N
O R
TH
AM
PTO
N
H
ATFIELD
-W
H
ATELY-
D
EER
FIELD
SH
EET 04 O
F 21
D
ATE: JU
LY 2025
A00803 - 6
IN
TER
C H
AN
G
E R
AM
P
M
ATC
H
EXIST PVM
T ELEV
D
EPTH
TR
AN
SITIO
N
(50 FT M
IN
1.0" TO
0.75"
ELEVATIO
N
- IN
TER
C H
AN
G
E R
AM
PS
N O
TES:
1.
TH
E G
U
TTER
LIN
E PR
O
FILE SH
ALL BE C
H
EC
KED
AT EAC
H
TR
AN
SITIO
N
TO
EN
SU
R
E TH
ER
E W
ILL BE SU
FFIC
IEN
T
LO
N G
ITU
D
IN
AL SLO
PE FO
R
D R
AIN
AG
E. TH
E EN
G
IN
EER
M
AY IN
C
R
EASE TH
E LEN
G
TH
O
F TH
E TR
AN
SITIO
N
IF N
EC
ESSAR
Y.
0.75" U
LTR
ATH
IN
BO
N
D
ED
O
VER
LAY
0.75"
1"
2.25" SU
PER
PAVE SU
R
FAC
E C
O U
R
SE - 12.5 - PO
LYM
ER
M
ATC
H
EXIST PVM
T ELEV
ELEVATIO
N
- M
AIN
LIN
E PAVEM
EN
T
0.75" U
LTR
ATH
IN
BO
N
D
ED
O
VER
LAY
0.75"
1"
R
ET EXIST PVM
T D
EPTH
TR
AN
SITIO
N
(50 FT M
IN
1.0" TO
0.75"
PA
VEM
EN
T TR
A N
SITIO
N
A
T PA
VIN
G
LIM
ITS
CONSTRUCTION PLANS.DWG Oct-25
H
IG
H W
A Y
D
ESIG
N
N /A
SC
ALE:
PR
O
JEC
T N
O
614009
I-91 PAVEM
EN
T
PR
ESER
VATIO
N N
O R
TH
AM
PTO
N
H
ATFIELD
-W
H
ATELY-
D
EER
FIELD
SH
EET 05 O
F 21
D
ATE: JU
LY 2025
A00803 - 7
N
TE FO
R
IN
TER
C H
AN
G
E 32 N O
R
TH
BO
U
N D
O N
LY:
EXTEN
D
AC
C
ELER
ATIO
N
LAN
E AT O
N R
AM
P TO
1,000 FT
M A
IN
LIN
E SLO
TTED
PA
VEM
EN
T M
A R
K
ER
D
ETA
IL &
TYPIC
A
L PA
VEM
EN
T M A
R K
IN
G
S FO
R
EXIT R
A
M P W
ITH
PA
R A
LLEL D
EC
ELER
A
TIO
N
LA
N
E
CONSTRUCTION PLANS.DWG Oct-25
H
IG
H W
A Y
D
ESIG
N
N /A
SC
ALE:
PR
O
JEC
T N
O
614009
I-91 PAVEM
EN
T
PR
ESER
VATIO
N N
O R
TH
AM
PTO
N
H
ATFIELD
-W
H
ATELY-
D
EER
FIELD
SH
EET 06 O
F 21
D
ATE: JU
LY 2025
R
AM
P LO
C
ATIO
N
S W
ITH
PAR
ALLEL D
EC
ELER
ATIO
N
LAN
ES:
IN
TER
C H
AN
G
E 27 N
B & SB
IN
TER
C H
AN
G
E 30 N
B & SB
IN
TER
C H
AN
G
E 32 N
B & SB
IN
TER
C H
AN
G
E 35 SB
IN
TER
C
H
AN
G E 36 N
B & SB
A00803 - 8
SEE D
ETAIL B FO
R
TR
AN
SITIO
N
FR
O M
12" LIN
E TO
6" LIN
E
10' (TYP)
30' (TYP)
EO
P
SYL
BW
L
BW
L
D W
LEx
SW
L
EO
P
12"
SEE D
ETAIL A FO
R
SPAC
E
BETW
EEN
D W
LEx AN D
SW
L
2' (TYP)
6' (TYP)
6"
12" SW
L
SYL
30° (12:7 SLO
PE)
12"24" SW
L 6"
SW
L
20' (TYP)
2'(M
IN
) - 4'(M
AX)
LATER
AL SPAC
E
BETW
EEN
EN
D O
F D
W LEx AN
D
SW
L
A B
B R
EVIA
TIO
N
SYL
D W
LEx
SW
L
BW
L D
W L
D W
LEx
EO
P
D
ETAIL A
D
ETAIL B
D
ESC
R
IPTIO
N
SO
LID
YELLO
W
LIN
E
SO
LID
W H
ITE LIN
E
BR
O
KEN
W
H
ITE LIN
E D
O
TTED
W H
ITE LIN
E
D O
TTED
W
H
ITE LIN
E EXTEN
SIO
N
ED
G E O
F PAVEM
EN
T
LEG
EN
D
D
IR
EC
TIO
N O
F TR
AFFIC
G O
R E
12"SW
L
6"SW
L
SYL
SW
L 12" SW
L
12"SW
L 6"SYL
SW
L
N O
TES:
1. PAVEM
EN
T M
AR
KIN
G
LIN
ES SH
ALL BE 6'' W
ID
E
U N
LESS O
TH
ER
W
ISE N
O
TED
2. SLO
TTED
PAVEM
EN
T M
AR
KER
S AR
E N
O
T SH
O W
N O
N
TH
IS D
ETAIL. SEE "M
AIN
LIN
E SLO
TTED
PAVEM
EN
T M
AR
KER
D
ETAIL" FO
R
SLO
TTED
PAVEM
EN
T M
AR
KER
LO
C
ATIO
N
S.
CONSTRUCTION PLANS.DWG Oct-25
H
IG
H W
A Y
D
ESIG
N
N /A
SC
ALE:
PR
O
JEC
T N
O
614009
I-91 PAVEM
EN
T
PR
ESER
VATIO
N N
O R
TH
AM
PTO
N
H
ATFIELD
-W
H
ATELY-
D
EER
FIELD
SH
EET 07 O
F 21
TYPIC
A
L PA
VEM
EN
T M
A R
K
IN
G
S FO
R
EXIT R
A M
P W
ITH
TA
PER
ED
D
EC
ELER
A
TIO
N
LA
N E
D
ATE: JU
LY 2025
R
AM
P LO
C
ATIO
N
S W
ITH
PAR
ALLEL
D
EC
ELER
ATIO
N
LAN
ES:
IN
TER
C
H
AN
G E 35 N
B
A00803 - 9
75°0'0"
LEVEL
SLO
PE O
F SH
O
U
LD
ER
R
EPLAC
E D
AM
AG
ED
H M
A
BER
M
AS R
EQ
U
IR
ED
BY
TH
E EN
G
IN
EER
0.75" U
LTR
ATH
IN
BO
N
D
ED
O
VER
LAY
1'-6"
1" 9"
0.25" R
EVEAL AT
FAC
E O
F BER
M
PR
O
P H
IG
H
PER
FO
R
M
AN
C E
C R
AC
K SEALER
AT PVM
T JO
IN
T
H O
T M
IX A
SPH
A
LT B
ER
M
, 18 IN
C H
- M O
D
IFIED
CONSTRUCTION PLANS.DWG Oct-25
H
IG
H W
A Y
D
ESIG
N
N /A
SC
ALE:
PR
O
JEC
T N
O
614009
I-91 PAVEM
EN
T
PR
ESER
VATIO
N N
O R
TH
AM
PTO
N
H
ATFIELD
-W
H
ATELY-
D
EER
FIELD
SH
EET 08 O
F 21
D
ATE: JU
LY 2025
A00803 - 10
RECESSED GROOVE FOR SLOTTED PAVEMENT
MARKER DETAILS
NOT TO SCALE
C O
N
ST
R U
C
TI
O N
P
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D W
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HIGHWAY
DESIGN SHEET 09 OF 21
N/A
614009
SCALE:
PROJECT NO.:
SLOTTED PAVEMENT
MARKER DETAILS
I-91 PAVEMENT
PRESERVATION
NORTHAMPTON-
HATFIELD-WHATELY-
DEERFIELD
DATE: JULY 2025
A00803 - 11
N
ST
R U
C
TI
O N
P
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HIGHWAY
DESIGN
PROJECT LIMIT SETUPS
SHEET 10 OF 21
N/A
614009
SCALE:
PROJECT NO.:
END PROJECT
STA. 149+00 DEERFIELD
MM 37.7
MA-R2-10e
G20-1
MA-R2-10a
W20-1B
W20-1C
1, 0' 1, 0'
1, 0'
W20-1A
1, 0'
EXIT 36
W20-1C
MA-R2-10AMA-R2-10E
DEERFIELD
WHATELY
W20-1A W20-1B W20-1C
MA-R2-10A
G20-1
MA-R2-10E
END PROJECT
STA. 170+00 DEERFIELD
MM 38.1
TEMPORARY TRAFFIC
CONTROL PLANS
I-91 PAVEMENT
PRESERVATION
NORTHAMPTON-
HATFIELD-WHATELY-
DEERFIELD
DATE: JULY 2025
I-9
N B
I-9
SB
A00803 - 12
N
ST
R U
C
TI
O N
P
LA
N S.
D W
G O ct -2
HIGHWAY
DESIGN
PROJECT LIMIT SETUPS
SHEET 11 OF 21
N/A
614009
SCALE:
PROJECT NO.:
BEGIN PROJECT
STA. 379+00 NORTHAMPTON
MM 26.97
1, 0' 1, 0'
1, 0' 1, 0'
G20-1
W20-1C
W20-1B
MA-R2-10A
MA-R2-10E
W20-1A
EXIT 32
EXIT 30
EXIT 27
W20-1C W20-1C
W20-1C
W20-1C
MA-R2-10A
MA-R2-10A
MA-R2-10A
MA-R2-10E
MA-R2-10E
MA-R2-10E
H
ATFIELD
N O
R
TH
AM
PTO
N
WHATELY
HATFIELD
W20-1A W20-1B W20-1C
MA-R2-10A
G20-1
MA-R2-10E
MA-R2-10E
MA-R2-10E
W20-1C
MA-R2-10E
EXIT 35
TEMPORARY TRAFFIC
CONTROL PLANS
I-91 PAVEMENT
PRESERVATION
NORTHAMPTON-
HATFIELD-WHATELY-
DEERFIELD
DATE: JULY 2025
MA-
R2-10A
MA-
R2-10A
I-9
N B
I-9
SB
A00803 - 13
I-9
M
AI
N
LI
N E
R
ES
U R
FA
C
IN
G
I-9
M
AI
N
LI
N E
R
ES
U R
FA
C
IN
G
IN
TE
RC
HA
NG
E
RA
M
P
RE
SU
RF
AC
IN
G
LEGEND
2.25 INCHES SUPERPAVE SURFACE
COURSE - 12.5 POLYMER (SSC-12.5-P)
0.75 INCHES ULTRATHIN BONDED
OVERLAY - TYPE 2 - POLYMER (UTBO)
END UTBO
BEGIN SSC-12.5
AT EXIST PVMT JOINT
PAVING LIMIT
END SSC-12.5
AT EXIST PVMT JOINT
COLLECTOR/ARTERIAL ROAD
CATCH BASIN
C O
N
ST
R U
C
TI
O N
P
LA
N S.
D W
G O ct -2
HIGHWAY
DESIGN SHEET 12 OF 21
N/A
614009
SCALE:
PROJECT NO.:PAVING LIMIT DETAIL
I-91 PAVEMENT
PRESERVATION
NORTHAMPTON-
HATFIELD-WHATELY-
DEERFIELD
DATE: AUGUST 2025
A00803 - 14
N
ST
R U
C
TI
O N
P
LA
N S.
D W
G O ct -2
HIGHWAY
DESIGN SHEET 13 OF 21
N/A
614009
SCALE:
PROJECT NO.:
PAVEMENT EDGE
DROP-OFF DETAIL
I-91 PAVEMENT
PRESERVATION
NORTHAMPTON-
HATFIELD-WHATELY-
DEERFIELD
DATE: JULY 2025
A00803 - 15
CONSTRUCTION PLANS.DWG Oct-25
H
IG
H W
A Y
D
ESIG
N
N /A
SC
ALE:
PR
O
JEC
T N
O
614009
I-91 PAVEM
EN
T
PR
ESER
VATIO
N N
O R
TH
AM
PTO
N
H
ATFIELD
-W
H
ATELY-
D
EER
FIELD
SH
EET 14 O
F 21
TR
A
FFIC
D
A
TA
C O
LLEC
TIO
N
STA
TIO
N
D
ETA
ILS
D
ATE: JU
LY 2025
A00803 - 16
N
ST
R U
C
TI
O N
P
LA
N S.
D W
G O ct -2
HIGHWAY
DESIGN SHEET 15 OF 21
N/A
614009
SCALE:
PROJECT NO.:
TRAFFIC DATA
COLLECTION STATION
DETAILS
I-91 PAVEMENT
PRESERVATION
NORTHAMPTON-
HATFIELD-WHATELY-
DEERFIELD
DATE: JULY 2025
A00803 - 17
N
ST
R U
C
TI
O N
P
LA
N S.
D W
G O ct -2
HIGHWAY
DESIGN SHEET 16 OF 21
N/A
614009
SCALE:
PROJECT NO.:
TRAFFIC DATA
COLLECTION STATION
DETAILS
I-91 PAVEMENT
PRESERVATION
NORTHAMPTON-
HATFIELD-WHATELY-
DEERFIELD
DATE: JULY 2025
A00803 - 18
IG
H W
A Y
D
ESIG
N
N /A
SC
ALE:
PR
O
JEC
T N
O
614009
I-91 PAVEM
EN
T
PR
ESER
VATIO
N N
O R
TH
AM
PTO
N
H
ATFIELD
-W
H
ATELY-
D
EER
FIELD
SH
EET 17 O
F 21
TR
A
FFIC
D
A
TA
C O
LLEC
TIO
N
STA
TIO
N
D
ETA
ILS
D
ATE: JU
LY 2025
A00803 - 19
IG
H W
A Y
D
ESIG
N
N /A
SC
ALE:
PR
O
JEC
T N
O
614009
I-91 PAVEM
EN
T
PR
ESER
VATIO
N N
O R
TH
AM
PTO
N
H
ATFIELD
-W
H
ATELY-
D
EER
FIELD
SH
EET 18 O
F 21
TR
A
FFIC
D
A
TA
C O
LLEC
TIO
N
STA
TIO
N
D
ETA
ILS
D
ATE: JU
LY 2025
A00803 - 20
IG
H W
A Y
D
ESIG
N
N /A
SC
ALE:
PR
O
JEC
T N
O
614009
I-91 PAVEM
EN
T
PR
ESER
VATIO
N N
O R
TH
AM
PTO
N
H
ATFIELD
-W
H
ATELY-
D
EER
FIELD
SH
EET 19 O
F 21
TR
A
FFIC
D
A
TA
C O
LLEC
TIO
N
STA
TIO
N
D
ETA
ILS
D
ATE: JU
LY 2025
A00803 - 21
IG
H W
A Y
D
ESIG
N
N /A
SC
ALE:
PR
O
JEC
T N
O
614009
I-91 PAVEM
EN
T
PR
ESER
VATIO
N N
O R
TH
AM
PTO
N
H
ATFIELD
-W
H
ATELY-
D
EER
FIELD
SH
EET 20 O
F 21
TR
A
FFIC
D
A
TA
C O
LLEC
TIO
N
STA
TIO
N
D
ETA
ILS
D
ATE: JU
LY 2025
A00803 - 22
IG
H W
A Y
D
ESIG
N
N /A
SC
ALE:
PR
O
JEC
T N
O
614009
I-91 PAVEM
EN
T
PR
ESER
VATIO
N N
O R
TH
AM
PTO
N
H
ATFIELD
-W
H
ATELY-
D
EER
FIELD
SH
EET 21 O
F 21
TR
A
FFIC
D
A
TA
C O
LLEC
TIO
N
STA
TIO
N
D
ETA
ILS
D
ATE: JU
LY 2025
A00803 - 23
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A00803 - 24
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