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pennsylvania prestressed concrete adjacent box beam superstructure. LOCATION Project Details The SR 3030-A 10 project is located in Hempfield Township, Westmoreland County. The bridge replacement project is currently in the final stages of

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SLIDE 1

pennsylvania

DEPARTMENT OF TRANSPORTATION

LOCATION MAP

SCALE IN MILES

0.75 1.5

  • LEGEND

PROJECT LOCATION

  • TOWNSHIP ROAD

STATE HIGHWAY

  • PRELIMINBRY

SR 3030, SECTION A 10

CDR MACjUIRE

BRIDGE REPLACEMEOT PROJFCT

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couN7Z

  • U]
  • STREAM/WATERWAY

TOWNSHIP LINE RAIL ROAD

RD

I

PROJECT LOCATION

Project Details

The SR 3030-A 10 project is located in Hempfield Township, Westmoreland County. The bridge replacement project is currently in the final stages of preliminary design. Construction is planned for June of 2022 and will last approximately two construction seasons. The majority of the project will be completed under vehicular traffic over three phases. During that time, traffic will be maintained using travel lanes with restricted lane widths along SR 3030. The new structure spanning SR 0030 will be a single span, composite 48" X 30" prestressed concrete adjacent box beam superstructure.

Contacts

Any concerns or questions can be directed to the following: Joseph A. Sasso, P.E., P.T.O.E. CDR Maguire, Inc. Project Manager 503 Martindale Street, Suite 610 Pittsburgh, PA 15212 Joseph.Sasso@cdrmaguire.com 412-235-9474 Joshua Zakovitch, P.E. PennDOT Project Manager 825 N. Gallatin Avenue Ext. Uniontown, PA 15401 jzakovitch@pa.gov 724-439-7377

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SLIDE 2

PRELIMINBRY

pennsylvania

SR 3030, SECTION A 10 BRIDGE REPLACEMEOT PROJECT

DEPARTMENT OF TRANSPORTATION

I I I I I I

  • I

I I I I I I I

  • SR 0030 SURVEY
  • STRUCTURE PLAN

5 5 10 FEET

  • - -
  • IC/ BRNG ABUT, 1

101'

  • 9" CIC BEARINGS ( MEASURED ALONG TANGENT!

IC/ BRNG ABUT, 2 ST

  • A. 7

+ 1

  • . o

1 ---i--.---------:...::_;:_`_:`_:_;_:`--=>:..=`-=--..::..=`--=--; _`_____________

  • -k

___ ST A, 7 1 + 1 5, 09

  • ELEV. 1234.

13

  • ELEV. 1235.

81 STA, AHEAD 7,25'l/

@

  • 1.

81'l/ FIX 14'

  • 0" REQ'

D 15'

  • 25/f" PROVIDED

CONCRETE BARRIER< TYP.l EXISTING MEDIAN BARRIER EXISTING BRIDGE I TO BE REMOVED> EXP,

  • P. G. L.

GUIDE RAIL ( TYP,l ( ROADWAY ITEt,O _K __

I I I

PROTECTIVE

I

F-SHAPED I TYP, l I BARRIER I TYP,l

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  • --r------------

16' -6" REQ' D 14'

  • 0" REQ'

D APPROACH SLAB

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16'

  • 75/f" PROVIDED

14, _3 1/t" PROVIDED

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TYPE 1 < TYP.l

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1

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  • ------------Ll
  • B_.=

F·= E•L _______________ _K I TBD DUR I NG FINAL DES IGNl DATUM 1195 \

__________ Jj` 821 I I I

  • I

SR 0030 WB EDGE OF LANE EXISTING GROUND i TY

  • P. !

5

SR 0030 EB

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EDGE OF LANE

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  • _K B, F, E,

_0 ( TBD DUR I NG FINAL DES I GNl

15" RCP

EXISTING GU/DERAIL i APPROX. DEPTH!

ELEVATION

5 10 FEET

  • - -
  • 2' -0
II

n

I

CDR MACjUIRE

LEGEND

1220--

EXISTING I' CONTOUR EXISTING 5' CONTOUR PROPOSED 2' CONTOUR 1220- PROPOSED 10' CONTOUR

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INDICATES TRAFFIC DIRECTION '-.f'.. PROPOSED TEMPORARY SHORING EX I ST I NG GU I DE RAIL PROPOSED GUIDE RAIL PROPOSED BORING LOCATION 48'

  • 5102" OUT-TO-OUT

45'

  • 1" CURB-TO-CURB

.,,,-.SR 3030 SURVEY & CONSTR Ii" VARIES 11'-0" 11'

  • 0"

.io/ SHLDR .io/ LANE .io/ LANE P. G. 5 ½" MIN.- POINT O \ l!"m SLAB ROTATION 6. OO'l/ 6.00% 6. OO'l/

n D ! D I D D!D!DIDIDII

8' -0

II

.io/ SHLDR 2. OO'l/

1 1

□

1 L ,

1'-8 1/4" BARRIER ( TYP. l VARIES.io/ O'

  • 0" TO 2' -3 II

! IC/ PRESTRESSED

y

4B"x30" ADJACENT I I BOX BEAM NO. 1 I I I 1 1 SPA. I

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IC/ PRESTRESSED ! 48"x30" ADJACENT BOX BEAM NO, 1 2 I I 4'

  • 0 113"

I I

2' -0

II

TYPICAL SECTION

l!"m INCLUDES 1 /2" INTEGRAL WEARING SURFACE ( LOOKING STATIONS AHEAD>

2 0 4

B FEET .io/ MEASURED PERPENDICULAR TO BASELINE

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SLIDE 3

pennsylvania

PRELIMINBRY SR 3030, SECTION A 10

CDR MACjUIRE

DEPARTMENT OF TRANSPORTATION

BRIDGE REPLACEMEOT PROJFCT

START WORK STA 62+30.00 SR 3030 SEC AlO LIMIT OF WORK STA 61+50.00 SEG 0010 OFF 0213 SR 3030 SEC AlO HEMPFIELD TOWNSHIP WESTMORELAND COUNTY WPP #J90108 W/TRANSFORME ( 2!

  • . 38 MIL

TO GR LEGEND

  • '.
_K
  • -□

S !GOT IDEWALK EXISTING PAVEMENT PROPOSED SHOULDER PROPOSED ROADWAY PROPOSED CURB PROPOSED STRUCTURE \ \ \

\

\

\ \

I

\ \

I

I

\

I I I I I I I I

I

  • F--
  • --c----

I I I I

■

POT STA 63+10. 71 SR 3030 SURVEY & CONSTR = POC STA 63+!0. 71 RAMP A SURVEY i AHD END MILL AND OVERLAY BEGIN FULL DEPTH PAVEMENT STA 63+30.00 BEGIN MILL AND OVERLAY TA 62+33.50 SAN MH RIM=/203. 90 JNV=/198.60-A INV= I 198. 65-B

  • if. ---
  • 63

CONC /8 11 WATER L NE

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Y /4 II

N85 °

1 1 '

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20 II DI MAWC WATER : j1 LINE BY PLAN

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====== WEDGE CURB

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BITUMINOUS

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10

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  • 10

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  • I

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FILL SLOPE CUT SLOPE GUIDE RAIL

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PAVEMENT MARKINGS POC STA 64+48.95 RAMP A SURVEY i = POT STA 0+00.00 CONNECTION SURVEY i WV

SCALE

25

  • GV
  • /

50 FEET BOLLARD

  • LANDSCAPE

q

POT STA 67+79.62 SR 3030 SURVEY & CONSTR AHD POT STA 68+01.62 SR 3030 SURVEY & CONSTR BK = PNG GAS LINE BY PLAN GRASS

  • T 90 °
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12'

1 1 ' 1 1 '

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  • I[^

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FH

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GRASS

  • ----.
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  • WATER LINE

PL GRASS

  • GUIDE

RAIL GUIDE RAIL

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SLIDE 4

pennsylvania

DEPARTMENT OF TRANSPORTATION

  • =.---

N11° 47'52"E

  • .!=#

WAT PLAN

=:::,,`

  • ---/

I

6" MAWC

!WATER LINE BY I PLAN POC STA 252+63. 92 RAMP A SURVEY m = POC STA 70+05.60 SR 0030 $ POT POC STA 70+20.53 RAMP A SURVEY m = STA 70+22.89 T-456 SURVEY m, OFFSET TO' RT

LEGEND

  • EXISTING PAVEMENT
  • F- FILL SLOPE
  • PROPOSED SHOULDER
  • - -c- - - - CUT SLOPE

PROPOSED ROADWAY

I I I I GUIDE RAIL

  • PROPOSED CURB
  • PROPOSED STRUCTURE

■

PAVEMENT MARKINGS

69 I I

PNG GAS LINE 6 ,,

PRELIMINBRY SR 3030, SECTION A 10 BRIDGE REPLACEMEOT PROJFCT

18" WATER LINE POC 71+93.28 SR 3030 SURVEY

S88 ° 59' 14 "£ 4/

r

  • ----.r

NSTR ill/ = GUIDE AIL R= 5'

  • POC 71+87.02 T-456 SURVEY
  • START W

ST GRASS

1---.-----2' \

I

CDR MACjUIRE

POC STA 72+79.99 SR 3030 SURVEY & CONSTR ill/ - POC STA 72+74. 73 RAMP A SURVEY m GUIDE RAIL POT STA 72+88.57 T-456 SURVEY & CONSTR ill/ = POT STA 72+88. 57 T-456 SURVEY m BK

r

\

STOP WORK STA 74+00.00 T-456 LEGAL RIW LINE POT 74+00.00 T-456 SURVEY & CONSTR ill/ BK = POT 74+00.00 T-456 SURVEY m AHO POT STA 72+56. 78 T-456 SURVEY & CONSTR ill/ - POT STA 72+49.28 T-456 SURVEY$ BK

SCALE

25 50 FEET STATION SPAN LENGTH SKEW SUPERSTRUCTURE DEPTH HYDRAULIC OPENING STRUCTURE NO.

STRUCTURE DATA

EXISTING PROPOSED 70+05. 60 70+53.68 I 18'0" CIC TSRGS 101'

  • 9" CIC BRNGS

47 ° 2I '32" 6 1 ° O' 0" 9'-112" 3' -1 102 " THRU GIRDER NIA N/A S-2657 S-39455

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SLIDE 5

pennsylvania

DEPARTMENT OF TRANSPORTATION

PRELIMINBRY SR 3030, SECTION A 10 BRIDGE REPLACEMEOT PROJFCT

259

  • ------&

I

  • POT STA 75+80.95

'PPT STA 75+75.6

  • C
  • 261

END MILL AND 0 STA 78+00.00

  • 1

c] POT STA 75+25.66 SR 3030 SURVEY & CONSTR AHD POT STA 75+43.68 SR 3030 SURVEY & CONSTR BK = LEGEND

  • EXISTING PAVEMENT
  • F- FILL SLOPE
  • PROPOSED SHOULDER
  • --c---- CUT SLOPE

PROPOSED ROADWAY

I I I I GUIDE RAIL

  • PROPOSED CURB

■

PAVEMENT

  • PROPOSED STRUCTURE

I MAWC LI NE BY PLAN

POT 74+00.00 T-456 SURVEY & CONSTR BK =

POT 74+00.00 T-456 SURVEY 1/J/ AHO

STOP WORK STA 74+00.00 T-456 MARKINGS

I

_____ ,

\\

:s; I

SCALE

25 50 FEET END FULL DEPTH

PNG GAS LINE BY PLAN 4" WATER FLANGE PIPE

STOP WOR-K--

S T A 7 8 + 00<

  • 'b'o6

SR 3030

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  • I
  • -J

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  • I

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  • \

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\ CK \

\ Am \

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\ "( \

\ CZ/ \

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POT STA 75+72. 12 T-456 SURVEY 1/J/ - POT STA 9+76. 67 T-759 SURVEY POT STA 77+25. 17 T-456 SURVEY 1/J/ BK POT STA 77+16. 17 T-456 SURVEY QJ/ AHO -

262

CDR MACjUIRE

LIMIT OF WORK STA 78+50.00 SR 3030 SEC AlO HEMPFIELD TOWNSHIP WESTMORELAND COUNTY