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.

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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

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912

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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

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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

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614.6

56.2

424 * C

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OH 4

3229

24

25 26 27

EQ

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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