cla-bechtle-0057 - ohio department of …...cla-bechtle-0057 pid 99563 sfn 1260197 the city of...
TRANSCRIPT
CLA-Bechtle-0057 PID 99563 SFN 1260197
The City of Springfield proposes to rehabilitate the existing bridge on Bechtle Avenue over
Snyder Park Road and lagoon. Bechtle Avenue is a minor urban arterial at the project location,
with an average daily traffic of approximately 18,000 vehicles at the project location.
The existing bridge, constructed in 1961, is a 3-span continuous reinforced concrete slab on
reinforced concrete piers and abutments. The bridge has a roadway width of 48’, toe-to-toe of
curb, with two through lanes and a center left turn lane. The structure provides 5’ sidewalks.
The bridge clear spans are 40’-50’-40’.
The structure has a sufficiency rating of 54.8 (out of 100) and a general appraisal rating of 5
(fair). Conditions noted during the most recent inspection (June 2016) include delamination,
cracking, and spalling with exposed rebar on the bridge deck and superstructure. The abutment
walls are cracked, with spalling and exposed rebar on the south abutment. Spalling with exposed
rebar was observed on two of the pier columns.
The project is necessary to address the deterioration of the bridge and delay replacement.
Proposed work includes:
Provide new, continuous reinforced concrete slab deck.
Provide new sidewalks, railing and approach slabs.
Remove the abutments down to the top of existing footing and replace in kind.
Widen existing pier caps.
The project also provides an opportunity to remove the concrete slope protection current present
along the south bank, which is partially located within Snyder Park. This improvement will fully
remove the transportation facility from within the property boundaries of Snyder Park.
The project is expected to require 0.5-acre of temporary right-of-way, all from the publicly-
owned Snyder Park.
Traffic on Bechtle Avenue will be maintained through phased construction. The project will
require the detour of Snyder Park Road, under the bridge.
The project area includes parkland, single-family housing, and an active rail line. The project is
located in an area where minorities represent 6% to 7% of the population and individuals in
poverty represent 34% to 77% of the population.
Snyder Park is present to the east and west of the bridge, south of Buck Creek, with the Bechtle
Avenue right-of-way bisecting the park. A lagoon and Snyder Park Road extend under the
project bridge. Snyder Park was established in 1895 and was designed by Herman Haerlin. This
122-acre park offers a wide range of recreational facilities, including a golf course, ball fields,
tennis courts, play equipment, and shelter houses. Snyder Park is a recognized Section 4(f)
recreational resource protected under the Department of Transportation Act (DOT) of 1966. Due
to the development with Land & Water Conservation Funds, Snyder Park is also a recognized
Section 6(f) resource.
The project will require temporary acquisition of approximately 0.5-acres to allow for
construction and removal of the concrete slope protection; the temporary acquisition will be less
than 6 months. Park users wishing to access both sides of the park will need to detour to local
streets, due to the temporary closure of Snyder Park Road. Both sides of the park offer multiple
entrance/exit points from local roads; these will remain open during construction, although left
turn access into the Snyder Park entrance from northbound Bechtle Avenue will be prohibited.
The project’s involvement with Snyder Park is considered a de minimis under Section 4(f) and a
temporary non-conforming use under Section 6(f).
Within the immediate project area, there are no National Historic Landmarks, sites listed or
known eligible for the National Register of Historic Places (NRHP), or sites for which Ohio
Historic/ Archaeological Inventory forms have been completed. The NRHP-eligible Snyder Park
Bridge is located approximately 1000’ east of the project bridge; the project will have no
involvement with this resource.
The lagoon was historically part of the Snyder Hydraulic Race, fed by Buck Creek. It no longer
has direct connection to Buck Creek, but is fed by a pump from Buck Creek. Temporary fill to
allow for construction will be required within the pond. No streams or wetlands are present
within the project construction limits. Tree removals under the project will be limited to
landscaping trees that do not offer habitat for the Indiana or northern long-eared bat. The project
is not located within a designated special flood hazard area.
The project will be constructed with federal Surface Transportation funds and local funds.
Environmental clearance is scheduled for 02/02/2018. The project is currently expected to award
in October 2019.
.
s
0
s
s
.
.
.
0
0
s
s
0
s
s
s
s
s
0
s
.
s
0 0
s
.
0
s
s
0
s
s
s
s
0
s
s
00
.
s
s
.
s
-
r
/
r
r
-
-
-
/
/
r
r
/
r
r
r
r
r
/
r
-
r
/ /
r
-
/
r
r
/
r
r
r
r
/
r
r
//
-
r
r
-
r
70
235
40
571
41
675
675
70
40
68
4
369
68
235
235
41
41
72
42
41
70
72
4040D
41
70
40
41
41
68
72
4
334
4
42
41
54
70
40
40
54
54
70
56
,
,
,
,,
,
, ,
,
,
,
,,
,
, ,
,
,
,
,,
,
, ,
70
235
40
571
41
675
675
70
40
68
4
369
68
235
235
41
41
72
42
41
70
72
4040D
41
70
40
41
41
68
72
4
334
4
42
41
54
70
40
40
54
54
70
56
CLARK COUNTYUnincorporated Places
Airports
Interstate Routes
Proposed Interstate Routes
U S Routes
Proposed U S Routes
State Routes
Proposed State Routes
Ramps
County Roads
County Sub Division Streets
Proposed County Roads
County Roads (Right of Way only)
Township Roads
Township Sub Division Streets
Township Roads (Right of Way only)
Proposed Township Roads
Municipal Streets
Railroads
County Boundary
City Boundary
Township Boundary
1
2
3
4
0 1 2 3 4 5
Miles
Revised: April - 2015
´ 0 1,000 2,000 3,000 4,000 5,000Feet
CLA-Becthle-0057PID 99563
Springfield, Ohio Quadrangle
´ 0 150 300 450 600 750Feet
CLA-Becthle-0057PID 99563
Springfield, Ohio Quadrangle
908
910
910
910
910
910
912
912
912
912
914
914
914
916
916
916
918
920
908
910
910
912
912
914
914
916
916
918
918
920
920
922
922
922
916
DESIGN TRAFFIC:
20XX ADT = 20XX ADTT =
20XX ADT = 20XX ADTT =
DIRECTIONAL DISTRIBUTION =
EARTHWORK LIMITS SHOWN ARE APPROXIMATE. ACTUAL SLOPES SHALL
CONFORM TO PLAN CROSS SECTIONS.
FOR ADDITIONAL BENCHMARK INFORMATION. SEE ROADWAY PLAN
SHEET
BENCHMARK DATA
NOTES
LEGEND
SKEW: 30°54'00"` L.F.
EXISTING STRUCTURE
PROPOSED STRUCTURE
SKEW: 30°54'00"` L.F.
DISPOSITION: TO BE REHABILITATED
STRUCTURAL FILE NUMBER: 1260197
CROWN: 0.016`
ALIGNMENT: TANGENT
LOADING: CF-2000
APPROACH SLABS: 25'-0"` (AS-1-54)
SPANS: 40'-0"`, 50'-0"`, 40'-0"` C/C BRGS.
TYPE: CONTINUOUS REINFORCED CONCRETE SLAB WITH
REINFORCED CONCRETE SUBSTRUCTURES
WEARING SURFACE: 2"` ASPHALT CONCRETE
DATE BUILT: 1961
ROADWAY: 48'-0"` T/T CURB WITH 5'-0"` SIDEWALKS
ROADWAY: 52'-0" T/T CURB WITH 5'-0" SIDEWALKS
CROWN: 0.016 FT/FT
ALIGNMENT: TANGENT
WEARING SURFACE: 1" MONOLITHIC CONCRETE
FUTURE WEARING SURFACE LOADING: 60 PSF
** - PHASE 2 CONSTRUCTION = 33'-9"
* - PHASE 1 CONSTRUCTION = 30'-3"
14'-6" REQUIRED MINIMUM VERTICAL CLEARANCE
DA
TE
ST
RU
CT
UR
E FIL
E
NU
MB
ER
S
TA.
S
TA.
CH
EC
KE
DR
EVIS
ED
DESIG
NE
DD
RA
WN
RE
VIE
WE
DD
ESIG
N
AG
EN
CY
CL
A-
BE
CH
TL
E-0.5
7
B
RID
GE
NO. C
LA-
BC
HT
LE-0057
O
VE
R S
NY
DE
R P
AR
K
DR
AN
D L
AG
OO
N
25+58.25
26+91.
75
12
6019
7PID
No. 9
956
3
CIT
Y
OF SP
RIN
GFIE
LD
P:\
CS
P\
TR\
0006_
Bechtle\
995
63\structures\
CL
A000_
005
7C\sheets\
000_
005
7C
SP
001.d
gn
Sheet
9/13/2
016
3:4
0:0
1
PM
CM
T006
SIT
E
PL
AN
PROPOSED WORK: NEW CONTINUOUS REINFORCED CONCRETE SLAB,
NEW SIDEWALKS, RAILING AND APPROACH SLABS
COORDINATES: LATITUDE 39°56'00" N
LONGITUDE 83°50'00" W
APPROACH SLABS: 25'-0" LONG (AS-1-15 & AS-2-15)
*** - 3'-0" CLOSURE POUR
BM #1 STA. 25+45.66,EL. 923.53,OFFSET 36.69', LT.
BM #2 STA. 26+22.41, EL. 912.32, OFFSET 71.82', RT
N
8'-10•" PROPOSED MINIMUM VERTICAL CLEARANCE
8'-9‡"` EXISTING MINIMUM VERTICAL CLEARANCE
SPANS: 40'-0"`, 50'-0"`, 40'-0"` C/C BRGS.
LOADING: HS20 AND ALTERNATE MILITARY
REHABILITATE ABUTMENTS, MODIFY PIER CAPS,
CA
RP
EN
TE
R
MA
RT
Ytransp
ortation
614.6
56.2
424 * C
MT
RA
N.C
OM
6612 SIN
GLE
TR
EE D
R. C
OL
UM
BU
S,
OH 4
3229
24
25 26 27
EQ
UA
TIO
N:
28
PC S
TA. 28+27.78
PROFILE ALONG | CONSTRUCTION BECHTLE AVENUE
26 2725
GRADE ELEVATION
PROPOSED PROFILE
GRADE ELEVATION
EXISTING PROFILE
910
890
52'-
0"
T/
T C
UR
B *
**
30°54'00"` SKEW (TYP.)
STA. 26+00.00
| BRGS., PIER 1
STA. 26+50.00
| BRGS., PIER 2
STA. 25+58.25
END APPR. SLAB
STA. 26+91.75
BEGIN APPR. SLAB
STA. 25+59.13
| BRGS., R.A.,
STA. 26+90.87
| BRGS., F.A.,
**
*
5'-
0"
SID
EW
AL
K
(TY
P.)
1'-0"
RAILIN
G (T
YP.)
26'-
0"
26'-
0"TEMPORARY SHEETING (TYP.)
LA
GO
ON
| CONSTRUCTION BECHTLE AVENUE
BUCK C
REEK
SN
YDER P
AR
K D
R
P.I. STA. 23+75.00
¬
R = 954.93'
T = 127.98'
L = 254.44'
E = 8.54'
emax = 0.000
C = 253.69'
CURVE DATA (BECHTLE AVE.)
6"
GAS
6" GAS
84"
RCP (1934)
15"
RCP
12" RCP
8" VCP
6" WATER
DRIVE
ASPHALT
RES.
WOOD
1 STY.
GARAGE
WOODS
30" RCP (1934)
12"
RCP
4" GAS
6" GAS
6"
GAS
8" GAS
BM #1
BM #2
8"
GA
S
84"
RCP (1934)
12"
RC
P
12"
RCP
CONC.
CONC.
CONC.
PO
T1
ST
A. 27+83.66
ST
A 27+83.66
AH
ST
A 27+72.53 B
K =
PT S
TA. 25+01.
46
VERT. CLEARANCE
POINT OF MIN.
DO NOT DISTURB
DO NOT DISTURB
- BENCHMARK
STA. 25+28.81
GUARDRAIL POST
STA. 26+81.84
GUARDRAIL POST
STA. 27+18.16
GUARDRAIL POST
STA. 25+64.16
GUARDRAIL POST
TYPE 1 (TYP.)
B.T.A., MGS
930
ABANDONED GAS LINE
BRIDGE LIMITS = 131'-9"
300'-0" V.C.
PVI STA. 25+85.00 EL. 924.32'
+1.00% -4.38%
| BRGS., R.A. | BRGS., F.A.| BRGS., PIER 1 | BRGS., PIER 2
910
890
930
FTG. EL. 914.24`
FTG. EL. VARIES
FTG. EL. 902.38`
FTG. EL. 910.81`
40'-0" 40'-0"50'-0"PROFILE
PROPOSED
EX. PROFILE
EX. 12BP53 PILES (TYP.)
2:1
2:1
2:1
2:1
2:1
2:1
PROTECTION TO BE REMOVED
EX. CONCRETE SLOPE
WITHIN EX. RIGHT OF WAY
PROTECTION TO REMAIN
EX. CONCRETE SLOPE
2:1
2:1
2:1
AND REPLACE APPROACH SLABS, SIDEWALKS AND RAILING.
PIER CAPS WILL BE REMOVED TO ACCOMODATE FOR WIDENING. REMOVE
WILL BE REMOVED AND CONVERTED TO INTEGRAL. THE ENDS OF THE
REPLACED WITH A NEW SLAB. A PORTION OF THE EXISTING ABUTMENTS
THE EXISTING REINFORCED CONCRETE SLAB WILL BE REMOVED AND
2:1
CONSTRUCTION LIMITS
SLOPE PROTECTION
CRUSHED AGGREGATE
SLOPE PROTECTION
CRUSHED AGGREGATE
A
LEGEND
8'-10•" PROP.
14'-6" REQ.
B - FLOW LINE EL. 905.0
A - NORMAL WATER EL. 908.0`
B
CONSTRUCTION LIMITS
922.97
923.11
923.10
923.00
908.15
915.84
919.27
918.08
917.04
922.97
923.11
923.10
923.00
922.80
909.07
909.45
919.15
918.08
917.04
922.95
923.07
923.09
922.99
922.78
922.46
922.02
921.
48
920.82
920.05
919.17
918.17
917.09