CITY OF RICHMOND, VIRGINIA

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1 CITY OF ENGINEEING & TECHNICA SEVICES POPOSED BIDGE JOINT EPAIS N. BOUEVAD OVE AIOAD FEBUAY 208 INDEX OF SHEETS mi t t ed Use Num ber TITE SHEET PAN, GENEA NOTES AND ESTIMATED QUANTATIES TANSVESE SECTION AND JOINT DETAIS JOINT ECONSTUCTION AT PIE 3 DETAIS JOINT ECONSTUCTION AT CANTIEVE JOINT DETAIS SHEET NO. POJECT NO. OCATION DATE COMMENTS Whitman, equardt & Associates, P 9030 Stony Point Parkway, Suite 220, ichmond, Virginia Copyr i ghtadc The M ap Peopl e SHEET TITE Jeremy Schlussel :32:29-05'00' CHMOND TY ofi CI ON MAP I AT OC ' 000' 2000' 4000' GAPHIC SCAE " = 000' DAWING NO: O SHEET

2 255'-2 " GENEA NOTES: 33'-3 " Span d 94'-0" Span c 64'-5ƒ" Simple span b 63'-5" Cantilever span a The original approved sheet, including original signatures, is on file with ichmond DPW. Any misuse of electronic files, including scanned signatures is illegal. Violators will be prosecuted to the full extent of the applicable laws. End of bridge South Abutment 5 94'-5ƒ" 30'-0" 33'-5" Beginning of bridge North Abutment Width: sidewalk, 24'-0" roadway, 4'-0" median, 24'-0" roadway, sidewalk. Overall width 6 face-to-face of rails. Span layout: 33' - 94' continuous steel rolled beam spans 64' simple steel rolled beam span 63' continuous steel rolled beam cantilever span C ailroad track C ailroad track Capacity: HS20-44 loading and alternate military loading. C ailroad track 36-3' Specifications: Construction: Virginia Department of Transportation oad and Bridge Specifications, 206. C Pier 4 C Pier 2 Design: AASHTO FD Bridge Design Specifications, 7th Edition, 204; and VDOT Modifications. Standards: Virginia Department of Transportation oad and Bridge Standards, 206; including all current revisions. Approach slab To W. Broad St. C 24" o/ C.I. Pipe C 2" o/ C.I. Pipe sidewalk 2'-0" 2'-0" 24'-0" 24'-0" 52'-0" sidewalk C cantilever joint To te. I-95 / I-64 These plans are incomplete unless accompanied by the Supplemental Specifications and Special Provisions included in the contract documents. This project is to be constructed in accordance with the Virginia Department of Transportation Work Area Protection Manual, August 20 and latest revisions. The Contractor shall be thoroughly familiar with the plans and the existing structures, including the verification of all the existing dimensions before proceeding with the repairs. Dimensions of existing structures were taken from original "As-Built" drawings. Existing reinforcing steel shown in section is for Contractor's reference only and may not be based on As-Builts. Original bridge plans are available for review at the ichmond DPW. Discrepancies between field conditions and these plans shall be brought to the attention of the Engineer before proceeding with affected work. The contractor shall not remove any more material than can be replaced and cured to support traffic in time to reopen lanes to traffic without delay. The Contractor shall submit procedure of reconstruction and joint replacement to relay understanding of rapid repair techniques required and contingencies that will be in place to ensure that roadway will be reopened. If Contractor removes more material than can be properly repaired in the closure time, the Contractor shall temporarily repair the area in time to reopen lane. Temporary repair is subject to Engineer's approval and placement and removal of the temporary repair shall be incidental to the repair. All work shall be from above deck. At no time shall Contractor enter ailroad property or break the outer plane of the bridge rail with work activities or equipment. Orientation and labeling of spans and substructure units follows that of the original As-Built plans. PAN Scale: ˆ" = '-0" 0 8' 6' 32' ESTIMATED QUANTITIES Item Units Quantity Expansion Joint econstruction (HES) F 34 Mobilization S Maintenance of Traffic S Denotes items to be paid for on the basis of plan quantities in accordance with current oad and Bridge Specifications. MAINTENANCE OF TAFFIC NOTES: Traffic control devices and safety measures shall comply with the most current editions of: USDOT Manual of Uniform Traffic Control Devices Virginia Work Area Protection Manual. Close outside lane according to Figure TTC-6.0 'Outside ane Closure Operation on a Four-ane oadway' of the Virginia Work Area Protection Manual. Close inside lane according to Figure TTC-7.0 'Inside ane Closure Operation on a Four-ane oadway' of the Virginia Work Area Protection Manual. N. BOUEVAD JOINT EHABIITATION PAN, GENEA NOTES, AND ESTIMATED QUANTITES EFEENCES DAWN BY: C... EVIEWED BY FIED NOTES SCAE DATE SHEET DAWING NO

3 EXPANSION JOINT ECONSTUCTION (HES) NOTES: Expansion Joint econstruction (HES) shall be in accordance with Section 42 of the Specifications. HES is abbreviation for High Early Strength. 70'-3" imits of Expansion Joint econstruction shall generally be between 35'- " 35'- " face-to-face of sidewalk. 0" 24'-0" 2'-0" 2'-0" 24'-0" 0" Saw cut inch into concrete deck. Contractor shall take care not to damage existing reinforcing steel. If reinforcing steel is damaged, it 3 " 3 " shall be repaired to the approval of the Engineer at no additional cost to the Department. If sound concrete is not found within the limits of Expansion Joint econstruction, notify the Engineer. During staged construction when new concrete is to be cast against newly cured concrete, the cured concrete shall be removed for inch for new concrete to be cast up to. The Contractor shall not remove any more material than can be replaced and cured to support traffic in time to reopen lanes to traffic without delay. The Contractor shall submit procedure of reconstruction and joint replacement to relay understanding of rapid repair techniques required and contingencies that will be in place to ensure that roadway will be reopened. Number of beams and beam spacing Vary TANSVESE SECTION Scale: " = '-0" If Contractor removes more material than can be properly repaired in the closure time, the Contractor shall temporarily repair the area in time to reopen lane. Temporary repair is subject to Engineer's approval and placement and removal of the temporary repair shall be incidental to the repair. Contractor shall submit method to ensure that all work and debris remain above deck surface. Methods are subject to review and approval and shall be incidental to work. ecommended method includes removal of existing joint material/steel cover plate from above and installation of an oversized backer rod below limits of removal. Backer material shall be secured and sealed from above and shall be maintained during nosing removal process. Debris shall be removed from above by hand and vacuum. estoration shall be accomplished with approved lower form material that will be left in place but not ultimately impact the joint performance. See Expansion Joint econstruction notes Top of sidewalk 3 " min. Traffic Profile Class Joint (see Detail A at oadway) Top of roadway Contractor shall remove and restore sidewalk as necessary to properly install joint material turn-up in to proper joint opening width. Contractor shall remove edge of sidewalk sliding plate as necessary to reconstruct joint and shall restore the plate by approved welding methods. deck surface Non-sag epoxy C Joint Non-sag epoxy C Joint adhesive " Traffic Profile Class Joint adhesive " ADA compliant Profile Class Joint Factory miter TYPICA SECTION AT SIDEWAK CUB Scale: " = '-0" 0 ' 2' manufacturer " min. " chamfer Saw cut face imit of saw cutting manufacturer " min. " chamfer Saw cut face imit of saw cutting ADHESIVE-BASED JOINT SEAE (CASS I) NOTES: Adhesive-based Joint Sealer (Class I) (2 ") shall be installed in accordance with Section 420 of the Specifications. As nearly as possible, sides of joints shall be straight, vertical and parallel. The area of installation shall be free from cracks, spalls, dust, dirt, or other foreign material. Out of parallel, wavy joint walls will be rejected and nosing will have to be reconstructed at Contractors expense. Contractor may form or saw cut joint wall but extreme care shall be taken. Contractor AT OADWAY AT MEDIAN shall consider using double bladed walk-behind saw to cut both sides of the joint simultaneously. Saw shall be guided by a straightedge. ADA Compliant Profile DETAI A Not to scale Joint material shall be installed in accordance with the manufacturer's recommendations and under the supervision of a manufacturer certified technician. 2'-0" min. Class joint (see Detail A at ) Joint material in raised median shall have ADA compliant top profile and joint material in roadway shall be "normal" Top of roadway Top of median Factory miter Traffic Profile Class Joint roadway profile. ADA compliant profile shall not be used in the roadway, where it will be routinely subjected to traffic. (see Detail A at oadway) TYPICA SECTION AT MEDIAN Scale: " = '-0" 0 ' 2' N. BOUEVAD JOINT EHABIITATION TANSVESE SECTION AND EXPANSION JOINT DETAIS EFEENCES DAWN BY: C... EVIEWED BY FIED NOTES SCAE DATE SHEET DAWING NO

4 Note: For additional details and notes, see sheet 3. and C joint 9" C Joint and 9" C Bridge Existing median steel cover plate to be removed and median to be reconstructed to match existing profile. See Curb Chamfer Detail. emoval and restoration shall be incidental to Expansion Joint econstruction. Damaged concrete at the at this location shall be removed and replaced. This shall be incidental to Expansion Joint econstruction (HES). 66'-8" 5'-0" 2" 29'-0" 29'-0" 2" 4'-0" '- EXISTING EXPANSION JOINT AT PIE 3 5" C Joint and emove portion of existing joint web plate to accomodate forming for new joint material oadway section shown, median section similar. See Detail A Sheet 3 0 3" ' '-4" '- " o/ studs imits of median concrete removal and restoration median 5'-0" Exist. cover plate to be removed EXISTING AISED MEDIAN COVE PATE PAN Scale: " = '-0" 0 ' 2' 4' Class Joint median imits of median concrete removal and restoration 6'-0" egend: Indicates limits of Expansion Joint econstruction (HES) POPOSED EXPANSION JOINT oadway " chamfer on acute corner of oadway EXPANSION JOINT AT PIE 3 PAT PAN Scale: " = '-0" AT PIE 3 0 3" ' '-4" oadway section shown, median section similar. CUB CHAMFE DETAI Not to scale N. BOUEVAD JOINT EHABIITATION JOINT ECONSTUCTION AT PIE 3 EFEENCES DAWN BY: C... EVIEWED BY FIED NOTES SCAE DATE SHEET DAWING NO

5 Note: For additional details and notes, see sheet 3. C Cantilever joint C Cantilever joint 9" 9" 2" 5" 29'-0" '- EXISTING CANTIEVE EXPANSION JOINT emove portion of existing joint web 66'-8" 5'-0" 0 3" ' '-4" joint material oadway section shown, median section similar. plate to accomodate forming for new 4'-0" C Cantilever joint '- See Detail A Sheet 3 29'-0" 2" egend: Indicates limits of Expansion Joint econstruction (HES). POPOSED CANTIEVE EXPANSION JOINT 0 3" ' '-4" EXPANSION JOINT AT CANTIEVE PAT PAN Scale: " = '-0" oadway section shown, median section similar. N. BOUEVAD JOINT EHABIITATION JOINT ECONSTUCTION AT CANTIEVE JOINT EFEENCES DAWN BY: C... EVIEWED BY FIED NOTES SCAE DATE SHEET DAWING NO