- - - - DESIGNED pl otl abel . tbl 200211 PEN TABLE: PLOT DRI VER: FI LE NAME: HRG PROJ . CONTACT: HRG PROJ ECT NO. : 200211 . 07_ Str_ SN 006- 0190_ TSL. dgn I L_pdf_bw. pltcfg CHECKED CHECKED DRAWN USER NAME = PLOT SCALE = PLOT DATE = REVISED - - - - REVISED REVISED REVISED aunderw 8/27/2021 RTE. SECTION ILLINOIS FED. AID PROJECT COUNTY CONTRACT NO. TOTAL SHEETS SHEET NO. DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS SHEET NO. OF SHEETS # 184-001322 Illinois Professional Design Firm HRGreen.com T.R. N '' 8 1 1'-10 4°31' 30 ' - 10 ''o . t o o . 28 ' - 0 '' 1 ' - 5 '' 1 ' - 5 '' (Composite full length) 40" Web Plate Girder E 115'-2'' 111'-2'' I n c r e a s e St a ti on s ¡ EB Lanes ¡ WB Lanes RCP Exist. 36" RCP Exist. 36" Ex i s t . St r u c t u r e L i mit s o f ±679.40 F F PLAN ELEVATION Allow 50#/sq. ft. for future wearing surface. LOADING HL-93 LOCATION SKETCH N Specifications, 9th Edition 2020 AASHTO LRFD Bridge Design DESIGN SPECIFICATIONS Range 7E, 4th P.M. Twp . 16 N 18 17 8 7 80 645E 600E 1700N Structure Proposed WJH AEU BUREAU 2 1 AEU OM/SLS 2 1 Elev. 695.00 Elev. 702.49 Sta. 342+38.40 F.A.I. Rte. 80 Sta. 19+13.48 TR 82-C (645 E. Street) ¡ Pier 1.5% 1.5% 1.5% 1.5% Elev. 703.12 Sta. 20+30.49 Bk. S. Abut. mi n . 16 ' - 10 '' Soil Site Class = C Design Spectral Acceleration at 0.2 sec. (SDS) = 0.117 Design Spectral Acceleration at 1.0 sec. (SD1) = 0.061 Seismic Performance Zone (SPZ) = 1 SEISMIC DATA Piles Existing Concrete Elev. ±675.40 Piles Existing Concrete FIELD UNITS fy = 50,000 psi (M270 Grade 50) fy = 60,000 psi (Reinforcement) f'c = 3,500 psi (Substructure) f'c = 4,000 psi (Superstructure) DESIGN STRESSES ¡ I-80 '' 8 1 1'-10 11 ' - 0 '' 11 ' - 0 '' Piles, Typ. Existing Timber typ. Approach Footing, 631031) Type 6, typ. (See Std. Traffic Barrier Terminal Approach Slab, typ. 30'-0'' SB-02 SB-03 SB-01 LEGEND Underground Fiber Optic Boring Location Elev. 701.02 Sta. 18+00.47 Bk. N. Abut. ± 32 ' - 0 " Inv. ±676.89 Existing 36" RCP Inv. ±677.03 Existing 36" RCP 2-Way Traffic Posted Speed: 70 m.p.h. Design Speed: 70 m.p.h. DHV: 1800 (2032) ADTT: 8950 (2019); 9330 (2032) ADT: 17200 (2019);17925 (2032) Functional Class: Interstate F.A.I. Rte. 80 - I-80 HIGHWAY CLASSIFICATION to be replaced, typ. Impact attenuator Vert. clr. Pt. of min. ± 32 ' - 0 " R o a d w a y ± 24 ' - 0 " S h l d r . ± 10 ' - 0 " S h l d r . ± 10 ' - 0 " R o a d w a y ± 24 ' - 0 " ¡ TR 82-C (Behind) Existing Piles Metal Shell Piles ** to miss existing piles Spaced Transversly ** Lanes PG EB PG WB Lanes Inv. ±677.81 Existing 18" RCP 82-C STRUCTURE NO. 006-0190 STA. 19+13.48 BUREAU COUNTY SEC. (06-2HB)ES TR 82-C OVER I-80 GENERAL PLAN AND ELEVATION (06-2HB)ES w/ Conical Tips, typ. * Metal Shell Piles and backfill with Bentonite. Pre-core to 10' below the abutment * to be replaced Exist 18" RCP typ. Exist. fence, " Bk. to Bk. Abutments 4 1 230'-0 1 : 2 ( V : H) 8 ' - 0 " ( V : H) 1 : 4 1 : 2 ( V: H ) 1 : 2 ( V: H ) 1 : 2 ( V: H ) ( V: H ) 1 : 4 8 ' - 0 " Elev. 692.92 1 : 2 . 2 5 ( V : H) a tR t . L ' s 1 : 2 . 25 ( V : H) a tR t . L ' s L a n e L a n e Sh l d r . Sh l d r . Salvage: None Traffic will be detoured during construction. beams with concrete hammerhead piers and concrete stub abutments. deck with a 4°31'00" left forward skew concrete deck on steel is 4 spans measuring 220'-0" Bk to Bk abutments, 31'-8" out to out S.N. 006-0117 was originally built in 1963. The exisitng structure Existing Structure: at station 17+98, 17.3’ left. Elevation: 700.324 (NAVD 88) quadrant of 645 E. Street (TR 82-C) bridge over I-80, Cross cut in north end of concrete bridge wall at northeast Benchmark: Directional Distribution: 50-50 2-Way Traffic Posted Speed: 30 m.p.h. Design Speed: 30 m.p.h. DHV: 50 (2040) ADTT: 8 (2020); 15 (2040) ADT: 275 (2020); 492 (2040) Functional Class: Local Road TR 82-C - 645 E. Street HIGHWAY CLASSIFICATION 4 ' - 0 " 4 ' - 0 "