Gaysport bridge over the Muskingum River – MUS-CR66A-0.00 (PID 101730)
PROJECT DESCRIPTION
The Ohio Department of Transportation (ODOT) and the Muskingum County Engineer’s Office (MCEO) are proposing to replace the Gaysport Bridge (CR 66/North Street) over the Muskingum River. The existing bridge was built in 1955, was modified in 1971 and 2001, and is currently being studied for replacement. The existing seven-span truss bridge will be replaced with a new seven-span bridge on the existing abutments and piers including replacing the bridge superstructure, replacing and rehabilitating the bridge pier caps, and completing minimal roadway approach work. Currently, construction is scheduled to begin in May 2022 and is estimated to be completed by November 2023. A detour route will be required for this project during project construction, details of which are unknown at this time.
Questions or comments? Please contact me
Phone: (740) 323-5191
Email: [email protected]
LegendStudy AreaParcels
0 50 100 15025Feet
Site Location Map
Site
File Name: Enviro Study Area.mxd Edited: 5/21/2020 By: afraley
Environmental Study Area
Approved by: L&A No. FigureDate:
MUS-CR66A-0.00 PID101730
May 2020 CM 20-0238 1
±
Source:
11
1
NO
NE
STATE OF OHIO
DEPARTMENT OF TRANSPORTATION
N
PROJECT EARTH DISTURBED AREA:
NOTICE OF INTENT EARTH DISTURBED AREA:
SCALE IN MILES
0 1 2 3 4
PORTION TO BE IMPROVED
INTERSTATE HIGHWAY
COUNTY & TOWNSHIP ROADS
OTHER ROADS
DIRECTIONAL DISTRIBUTION
TRUCKS (24 HOUR B&C)
DESIGN SPEED
LEGAL SPEED
DESIGN FUNCTIONAL CLASSIFICATION:
NHS PROJECT
FEDERAL ROUTES
STATE ROUTES
LOCATION MAP
DESIGN DESIGNATION
DESIGN EXCEPTIONS
INDEX OF SHEETS:
PROJECT DESCRIPTION
ESTIMATED CONTRACTOR EARTH DISTURBED AREA:
THE STANDARD SPECIFICATIONS OF THE STATE OF
OHIO, DEPARTMENT OF TRANSPORTATION, INCLUDING
CHANGES AND SUPPLEMENTAL SPECIFICATIONS LISTED
IN THE PROPOSAL SHALL GOVERN THIS IMPROVEMENT.
2019 SPECIFICATIONS
CO
NS
TR
UC
TIO
N P
ROJE
CT
NO.
RAIL
RO
AD IN
VO
LV
EM
EN
TF
ED
ER
AL P
ROJE
CT
NO.
PID
NO.
(NORTH STREET)
MUS-C.R.66A-0.00
MUSKINGUM COUNTY
HARRISON TOWNSHIP
BLUE ROCK TOWNSHIP
INDICATED ON SHEET #.
HIGHWAY AND THAT DETOURS WILL BE PROVIDED AS
WILL REQUIRE THE CLOSING TO TRAFFIC OF THE
DECLARE THAT THE MAKING OF THIS IMPROVEMENT
FORMAL SESSION, HEREBY APPROVE THESE PLANS AND
WE THE COMMISSIONERS OF MUSKINGUM COUNTY, IN
PLAN PREPARED BY:
4.9 ACRES
0.5 ACRES
1.0 ACRES
THIS PROJECT CONSISTS OF THE REMOVAL AND
REPLACEMENT OF THE EXISTING SUPERTRUCTURE, THE
REPLACEMENT OF PIER CAPS WITH PIER REHABILITATION,
AND MINIMAL APPROACH ROADWAY WORK.
CURRENT ADT (2021)
DESIGN YEAR ADT (2041)
DESIGN HOURLY VOLUME (2041)
MAJOR COLLECTOR
NO
NONE
LATITUDE: 39°48'14" N LONGITUDE: 81°53'36" W
TITLE SHEET
SCHEMATIC PLAN
TYPICAL SECTIONS
GENERAL NOTES
PLAN AND PROFILE
1
2
4
3
5
25
25
914
DATE MUSKINGUM COUNTY COMMISSIONER
DATE MUSKINGUM COUNTY COMMISSIONER
DATE MUSKINGUM COUNTY COMMISSIONER
APPROVED
DATE DISTRICT DEPUTY DIRECTOR
DATE DIRECTOR, DEPARTMENT OF
TRANSPORTATION
APPROVED
APPROVED
APPROVED
APPROVED
1005
110
55
21
SLM 0.170
END PROJECT
SLM 0.000
BEGIN PROJECT
101730
E1706
37
M
US-
C.R.6
6A-0.0
0
STRUCTURES OVER 20' SPAN 6-11
STAGE 1 PLAN SUBMITTAL
SPECIFICATIONS
SUPPLEMENTAL
PROVISIONS
SPECIALSTANDARD CONSTRUCTION DRAWINGS
SIGNED:
DATE:
ENGINEERS SEAL:
32
31
15
262728
2930
11
10
2322
2120
19
3
1617
18
3029
2019
11
1415
35
22
87
6
34
5
2
21
2
109
Riffle
Run
Manns
Fork
Salt
Creek
Duncan
Run
Fox
Run
Back
Run
LittleBlue
Rock
Creek
Crow
Run
CedarRu
n
Dry
CU
TL
ER
LAKE
RD
C-45
C-6
C-6
IRISH R
IDGE
RD
RD
BUTTER
M
ILK
RDC-226
GA
YS
PORT
HIL
LRD
C-466
C
-22
PEYTO
NR
DC-231
C-2
29
C-235
C-230
BETHLEHEMR
D
C-69
BUTTER
BEAN
RIDGERD
C-68 T-234
BUTT
ERBE
AN
R
IDGE
RD
T-68
T-139
BAC
K
RU
N
RD
T-140A
-140
UN
IO
N
HIL
L
RD
T-137
MOODY
HOLLOW
RD
VIRGIN
IARIDGE R
D
T-66
RID
GEVIEW
T-452
BLUE
ROCKR
D
T-13
6
TWYMAN
HILL
RD
T-245
STAKER
HILLRD
T-425
BR
OW
NIN
G
RD
T-4
51
T
SHAVER
RD
T-2
27
IMLA
Y
RD
T-248
CEDAR
RUN
RD
T-243
CO
RNS
RD
T-380
T-236
T-4
84
ROBERTS RD
T-466
T-1
40
BREWERLN
T-243
T-244
STRAWSER
LN
T-466
T-22
9
T-244
T-69
A
PIO
NEER
DR
WATER
ST
EAST
ST
RIO VIL
LA
CIR
HARRISON
Stone
Cedar Run
Merriam
Blue Rock PO
(Gaysport)
ST
MORGANCOUNTY
60
60 376
06-42-02-08-000
Vol. 210
0, Pg. 410
Dana J.
& Beverly L. Johnson
66'
WID
E
(VA
CA
TE
D)
WA
TE
R S
T.
66'
WID
E
(NO
T
VA
CA
TE
D)
WA
TE
R S
T.
20-60-20-05-000
Vol. 2354, Pg. 707
Lori A. Hite
Daniel E. &
20-60-20-01-001
Vol. 1091, Pg. 185
Edith C. Dearth
Glen A. &
06-42-01-
11-000
Vol. 2444, Pg. 231
Janeig
ht, L
LC.
06-42-01-
11-000
Vol. 444, Pg. 231
Janeig
ht, L
LC.
06-42-02-07-000
Vol. 2503, Pg. 477
Janeig
ht, L
LC.
06-42-02-07-000
Vol. 2100, Pg. 410
Beverly L. Johnson
Dana J. &
20-60-20-06-000
Vol. 987, Pg. 333
Thelma
G. Frasure
Elmer L.
&
TO BE REMOVED
EXISTING SUPERSTRUCTURE
(OLD RIVER RD)
| C.R. 6
(NORTH STREET)
| CONSTRUCTION C.R. 66A
NOT TO BE DISTURBED
EXISTING OVERHEAD ELECTRIC
(SOUTH RIVER RD)
| S.R. 6024.0'
26.0'
26.5'
5
11
0
SEJ
MJE
HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
CA
LC
UL
AT
ED
CH
EC
KE
D
PL
AN
AN
D
PR
OFIL
E
ST
A.
10
+00.0
0
TO
ST
A.
19
+00.0
015
30
60
N
MU
S-
C.R.6
6A-0.0
0
ITEM 254 - PAVEMENT PLANING, 3" ASPHALT CONCRETE
10 11 12 13 14 15 16 17
PC Sta. 17
+24.78
PT Sta. 17
+80.21
18
19
P.I. Sta. 17+52.70
¬
R = 300.00'
T = 27.93'
L = 55.43'
E = 1.30'
C = -55.61'
NORTH ST. CURVE DATA
Residential
ResidentialResidential
BU
SIN
ESS
CO
MM
ER
CIA
L
BL
UE R
OC
K T
WP
HA
RRIS
ON T
WP
MUS
KIN
GU
M RIV
ER
SLM 0.000
STA. 10+00.00
BEGIN PROJECT
STA. 9+88.00
BEGIN WORK
SLM 0.170
STA. 18+93.00
END PROJECT
STA. 19+00.00
END WORK
59'-6" SPAN 1 71'-3" SPAN 2 102'-3" SPAN 3 110'-0" SPAN 4 140'-3" SPAN 5 140'-3" SPAN 6 60'-6" SPAN 7
| PIER 1 | PIER 2 | PIER 3 | PIER 4 | PIER 5 | PIER 6
686'-0" BRIDGE LIMITS
| BEARINGS, F.A.| BEARINGS, R.A.
10
660
11 12 13 14 15 16 17 18
600
630
690
720
750
780
600
630
660
690
750
780
680.55
682.05
683.55
685.05
686.55
688.05
689.55
691.
05
692.54
693.77
694.57
694.96
695.00
695.00
695.00
695.00
695.00
695.00
695.00
695.00
695.00
695.00
694.95
694.47
693.47
692.02
690.52
689.02
687.52
686.02
684.52
683.04
681.
75
680.71
679.90
679.34
680.55
681.
25
682.64
684.24
685.84
687.41
689.03
690.40
691.
06
691.
57
691.
92
692.28
692.53
692.58
692.67
692.58
692.58
692.64
692.69
692.65
692.61
692.57
692.21
691.
62
691.
02
690.35
689.58
687.43
687.43
685.88
684.26
682.81
681.
61
680.89
680.17
679.30
90'-0" V.C.
ELEV. = 695.00', K = 15
P.V.I. STA. 12+40.83
72'-0"
ELEV. = 695.00', K = 12
P.V.I. STA. 15+75.33
128'-0"
ELEV. = 679.78', K = 26
P.V.I. STA. 18+29.00
-6.00 %
-6.00 % -1.09 %
+0.00 % -6.00 %+6.00 % +0.00 %
+6.00 %
720