4'-0'' 4'-0'' 12'-0'' 12'-0'' 4'-0'' 4'-0'' 62'-4" (Span 3) 78'-0" (Span 2) 62'-4" (Span 1) 61 ' - 6 '' 1 ' - 5 '' 1 ' - 5 " L a n e s 24 ' - 0 '' Sh l d . 4 ' - 0 '' Sh l d . 4 ' - 0 '' Sh l d r '' 2 1 6 ' - 7 Sh l d r '' 2 1 6 ' - 7 1 ' - 5 '' 1 ' - 5 '' 2 ' - 11 " 210'-8" Bk. to Bk. Abutments typ. 10'-0'' typ. ±8'-0" 1 " Op e n J t . 61 ° 08 ' 00 " " 2 1 72 ' - 1 NB L a n e s 36 ' - 0 '' Sh l d . 16 ' St a g e 1 Con s t . 43 ' - 0 '' St a g e III Con s t . '' 2 1 51 ' - 4 St a g e II Con s t . 39 ' - 3 '' 25'-0'' SB L a n e s 36 ' - 0 '' t o 11 ' - 9 " E. Abu t . 15 ' - 11 1 / 2 " W . Abu t . Sh l d . Va r i e s 8501 W. Higgins Road; Suite 280 Chicago, Illinois 60631; (773) 399-0112 MODEL De f a ult X:\ OH\ 2019\ 20193008- 03\ De s i gn\ De s i gn F il e s \ 62H03\ CAD_ Shee t s \ TSL \ 030- 099- 0028- D62H03- TSL - 001. dgn Specifications, Customary U.S. Units, 9th Edition 2020 AASHTO LRFD Bridge Design fy = 50,000 psi (M270 Grade 50) fy = 60,000 psi (Reinforcement) f'c = 4,000 psi (Superstructure) f'c = 3,500 psi (Substructure) D1 DS New Construction: LOADING HL-93 DESIGN SPECIFICATIONS DESIGN STRESSES SEISMIC DATA NOTES: New Construction: FIELD UNITS (New Construction) E Twp . 37 N N 11 12 14 13 LOCATION SKETCH Range 10E Of The 3 P.M. I - 55 J oli et Road I - 5 5 PLAN E F E N ELEVATION SCOPE OF WORK HIGHWAY CLASSIFICATION Elev. 750.39 Sta. 299+84.29 Bk. W. Abut. El. 750.43 Sta. 299+88.29 ¡ Brg. W. Abut. Increase Stations I n c r ea s e S t a ti o n s El. 750.56 Sta. 300+21.44 ¡ Pier 1 El. 750.96 Sta. 300+50.61 ¡ Pier 1 El. 751.64 Sta. 301+28.61 ¡ Pier 2 El. 750.01 Sta. 299+59.11 ¡ Brg. W. Abut. Elev. 749.98 Sta. 299+55.11 Bk. W. Abut. El. 752.18 Sta. 301+90.95 ¡ Brg. E. Abut. Sta. 14+33.85 (Joliet Rd.) Sta. 300+49.14 (F.A.I. I-55) Sta. 14+17.20 (Joliet Rd.) Sta. 300+63.71 (SB PGL) Sta. 14+50.49 (Joliet Rd.) Sta. 300+34.56 (NB PGL) Slab (Typ.) Approach 30' Bridge Sta. 299+58.92 Light Pole Sta. 301+90.01 Light Pole GENERAL PLAN to out bridge width varies from 119'-2 7/8" to 123-6 18". Traffic shall be maintained utilizing stage construction. The structure is skewed 61*08' left advanced. The overall length measures 210'-8" back to back of abutment with an out on concrete piles. the Piers are multi-column piers rectangular concrete pier substructure units on spread footings. structure is comprised of a three span, non-composite, continuous 36" steel wide flange beams on stub abutments founded US66A (North Ramp), Section 29R1-HB, at Station 684+80.6. Structure was widened in 1976 and 1987. The existing Existing Structures: Structure Number 099-0028 was originally constructed in 1955 as IN 187(5), FA Rt.34 (US 66) over No Salvage £ Joliet Rd. NB I-55 P.G. SB I-55 P.G. P.G. Joliet Rd. P.G. Type 6B Std. 631033 (typ.) Traffic Barrier Terminal 1.5% 1.5% F.A.I. RTE. 55 (I-55) F.A.U. RTE 378 (JOLIET RD) SB-01 SB-03 SB-04 SB-02 Elev. ± 725.1 Elev. ± 743.4 Elev. ± 741.5 * * * At rt. L's to Skew vertical clearance Point of minimum Elev. 752.21 Sta. 301+94.95 Bk. E. Abut. Elev. 751.82 Sta. 301+65.77 Bk. E. Abut. El. 751.79 Sta. 301+61.77 ¡ Brg. E. Abut. El. 751.24 Sta. 300+99.44 ¡ Pier 2 Line, typ. Existing Ground STRUCTURE NO. SN 099-0028 STATION 300+49.14 WILL COUNTY F.A.I. RTE. 55 - SEC. (29-R1HP)99R-4 I-55 OVER JOLIET ROAD GENERAL PLAN & ELEVATION Two-Way Traffic Posted Speed: 55 m.p.h. Design Speed: 60 m.p.h. DHV: 23,401 (2032) ADTT:14,816 (2019); 37,440 (2032) ADT:92,600 (2019); 234,005 (2032) Functional Class: Interstate One-Way Traffic Posted Speed: 45 m.p.h. Design Speed: 50 m.p.h. DHV: 1,811 (2032) ADTT:6,195 (2019); 3,802 (2032) ADT:29,500 (2019); 18,104 (2032) Functional Class: Arterial Ramp £ Entrance ¡ F.A.I. 55 2 ' - 11 " Vert. Clearance Minimum 14'-9" Footing Spread All Structural steel shall be hot dipped galvanized. elevations after grinding. The profile grade shows the final bridge deck and the bridge approach slabs. Up to Ɓ inch may be ground off the Soil Site Class = C Design Spectral Acceleration at 0.2 sec. (S ) = 0.122 g Design Spectral Acceleration at 1.0 sec. (S ) = 0.065 g Seismic Performance Zone (SPZ) = 1 ¡ F.A.I. 55 Measured along * * * * * * * 4.00 % to be reinstalled on new foundation, typ. Remove existing Light Pole and Luminaire Entrance Ramp Only. at West Abut. Retention System Temporary Soil Piling, typ. Temporary Sheet Piling, typ. Temporary Sheet Type 6B Std. 631033 Traffic Barrier Terminal Type 6B Std. 631033 Traffic Barrier Terminal Structure Proposed 1 : 2 ( V : H ) 1 : 2 ( V : H ) * * Elev. ± 724.9 FIELD UNITS (Existing Construction) fy = 60,000 psi (Reinforcement) f'c = 4,000 psi (Substructure) t yp . Structure Limits of Existing Elev. 753.835 Bench Mark: BM #3. " " Cut on top at the west end of the northern parapet wall of bridge of I-55 over Joliet Rd. See Roadway Plans for Traffic Control Shell Piles typ. Piles and New Metal Existing Concrete (Composite full length) W36 Only. at West Abut. Retention System Temporary Soil Allow for 25#/sf future wearing surface. Sewer Storm Existing SB-05 SB-06 SB-07 SB-08 Replace bridge deck expansion joints. 8. Remove and replace existing approach slabs. 7. Replace existing bearings with elastomeric. 6. repairs and fill piers windows at existing piers. Construct bearing pedestals, complete substructure 5. Widen existing piers & abutments on NB & SB sides. 4. Joliet Road. Remove and Replace underpass lighting over existing 3. accommodate the new bridge width. Remove and replace existing bridge superstructure to 2. Widen embankment cone at abutments on NB & SB sides. 1. Sides, typ. spacing, Both DS-11 Scupper Utility Box " E. Abu t . 2 1 14 ' - 10 10 ' - 8 " W . Abu t . L a n e Va r i e s 115 + 00 15 +00 300+00 P I S t a 111 + 1 9 . 5 2 P I S t a 115 + 38 . 22 1 3 SECTION COUNTY ILLINOIS FED. AID PROJECT 55 3 1 TOTAL SHEETS SHEET NO. RTE. (29-R1HB)99R-4 CONTRACT NO. 62H03 DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS USER NAME PLOT SCALE PLOT DATE DESIGNED REVISED REVISED REVISED REVISED F.A.I. WILL SHEET OF SHEETS - - - - - - - - HA KW OM HA CHECKED DRAWN CHECKED SN 099-0028 8:49:57 PM 12/16/2020 F I LE NAME
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SCOPE OF WORK LOADING HL-93 DESIGN SPECIFICATIONS …
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