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4 VAILST. STATE OF KANSAS DEPARTM ENT BRIDGE REPAIR KANSAS PROJECT SHAW NEE COUNTY US-75 Creek Creek Elmont Creek Indian Litle Messhoss Cr eek Halfday Muddy 75 Soldier Plotted By: ingalls Plot Location:Bridge Design Menoken N.W. 17TH ST. Creek Ward LOWER SILVER LAKE RD TH ST. Martin Cr. HUNTOON ST. 70 W. GORDON ST. 4 U. P. MORSE ST. 24 PHILIP BILLARD AIRPORT SARDOU ST. Old Creek Ch. TOPEKA POP TITLE SHEET Page 4 of 14 1

5 INDEX TO DRAWINGS Sheet No. Drawing 1 Title Sheet 2 General Notes and Quantities 3 Construction Layout 4 Deck Patching Details 5 Deck Patching Sequence 6 Bridge Deck Waterproofing 7 Bridge Deck Waterproofing (Multi-Layer) 8-9 HMA Approach Overlay 10 Construction Clearance Details SUMMARY OF QUANTITIES M CI HAELA.NIGALLS LICENSED PROFESSOI NALENG NI EER K ANSA S Oct 23, 2017 QUANTITIES ITEM UNITS BR. (279) BR. (280) Flagger (Set Price) Hour 1 Mobilization Lump Sum Lump Sum 1 Lump Sum Area Prepared for Patching Sq. Yds Area Prepared for Patching (Ful Depth) Sq. Yds Reinforcing Steel (Repair) (Grade 60) (Epoxy) (Set Price) Lbs. 1 1 Miling Sq. Yds Pavement Waterproofing Membrane Sq. Yds Pavement Waterproofing Membrane (Multi-Layer) Sq. Yds Machine Preparation ( ") Sq. Yds GENERAL NOTES Plotted By: ingalls Plot Location:Bridge Design EXISTING STRUCTURE: Plans of the existing structure are on file and available for inspection by qualified bidders at the State Bridge Office, KDOT, Eisenhower State Office Building, 700 SW Harrison, Topeka, KS. EXISTING DIMENSION VERIFICATION: Dimensions of the existing structure are based on old plans. Verify, by field measurement, the as-built dimensions of the existing structure and submit such verification in writing to the Engineer. The verification wil include sketches, drawings, photographs and descriptions as needed to clearly define the as-built dimensions that wil be incorporated in the new construction. DIMENSIONS: A l dimensions shown on the design plans are horizontal dimensions unless otherwise noted. Make necessary alowances for roadway grade and cross slope. BROKEN CONCRETE: Waste the broken concrete from the existing bridge on sites provided by the Contractor and approved by the Engineer. DEMOLITION PLANS: This is a Category A Demolition. Submit detailed Demolition Plans to the Field Engineer per KDOT Specifications. No Demolition work wil begin without approved Demolition Plans. A Licensed Professional Engineer is not required. TEMPERATURE: The design temperature for al dimensions is 60 F. QUANTITIES: Items not listed separately in the Summary of Quantities are subsidiary to other items in the proposal. HMA OVERLAY: Bridge (279)SB wil receive a 2.0"HMA Overlay. Bridge (280)NB wil receive a 2.5"(Minimum) HMA Overlay. MACHINE PREPARATION: Contractor shal use an approved diamond grinder to grind the existing bridge deck prior to instalation of the Water-Proofing Membrane. The depth of diamond grinding shal be sufficient enough to remove the existing bridge deck tining; remove a minimum of "of the existing deck surface. This work shal be paid for under the bid item "Machine Preparation ( ")." GENERAL NOTES AND QUANTITIES Page 5 of 14 2

6 Plotted By: ingalls Plot Location:Bridge Design 430'-0" E.W.S. to E.W.S. 1'-6" 140'-0" 147'-0" 140'-0" 1'-6" E.W.S. { Abut. #1 { Pier #1 { Pier #2 1'-6" { Abut. #2 E.W.S. Roadway E.W.S. { Abut. #1 { Pier #1 { Pier #2 40'-0" 1'-6"1'-6" 40'-0" 1'-6" Roadway 37'-6" 37'-6" 18'-0" 22'-0" { Abut. #2 E.W.S. Patch Deck, Machine Preparation, Install Pavement Waterproofing Membrane { Bridge No. (279)Ü Pr. Gr.Û Mill Approach Mill Approach 22'-0" 18'-0" Pr. Gr.Ü { Bridge No. (280)Û Patch Deck, Machine Preparation, Install Pavement Waterproofing Membrane (Multi-Layer) 1'-6" 140'-0" 147'-0" 140'-0" 1'-6" 430'-0" E.W.S. to E.W.S. PLAN Twin: 140'-0" - 147'-0" - 140'-0" Cont. Comp. Weathering Steel Welded Plate Girder Spans Pile Bent Abutments, Column Bent Piers 40'-0" Roadway CONSTRUCTION LAYOUT Page 6 of 14 3

7 Plotted By: ingalls Plot Location:Bridge Design Chip to Near Vertical Surface Original Deck Surface Rough Finish on Patch AREA PREPARED FOR PATCHING: This item shall consist of removing unsound concrete and asphalt patches from the bridge deck, cleaning reinforcing bars, filling the removed patched areas with concrete and preparing the entire area of the deck for an overlay. Quantity shown is an estimate of the areas involved. The exact areas shall be determined by tapping, before, during and after chipping operation to ensure that all unsound concrete has been removed. See KDOT Specifications. Original Deck Surface Unsound Concrete PARTIAL DEPTH PATCHING Top Reinforcing Steel Top Reinforcing Steel FULL DEPTH PATCHING: Forms shall be provided to enable placement of the concrete in areas of full depth removal of 1"Typ. Patches shall cure a minimum of 72 hours prior to placing Waterproofing Membrane All vertical surfaces in a full depth patch shall be coated with an epoxy resin bonding agent as a subsidiary item. Rough Finish on Patch bridge slab. The forms may be suspended from existing reinforcing bars by wire ties or a method approved by the Engineer. See KDOT Specifications for method of measurement and payment. REINFORCING IN BRIDGE DECK: Care should be exercised to prevent cutting, stretching or damaging exposed reinforcing steel. Extreme care should be exercised to avoid breaking the bond between the reinforcing steel and concrete where bars are partially exposed yet remain anchored in sound concrete. Reinforcing steel damaged, cut or deteriorated shall be replaced as directed by the Engineer. Do not wedge chipping hammer bit against reinforcement. See table for replacement bar size and minimum splice length required. Replacement of bars damaged by the Contractor shall be subsidiary to "Area Prepared for Patching". Bottom Reinforcing Steel Where it is necessary to remove concrete to the bottom layer of reinforcing steel a full depth patch shall be required. FULL DEPTH PATCHING Unsound Concrete Concrete Removal Line (Remove to Sound Concrete) REPAIR OF EPOXY COATED REINFORCING STEEL: Replace any epoxy coating damaged or removed from the reinforcing steel during the concrete removal process. Thoroughly clean damaged areas with a stiff wire brush to remove dirt and damaged coating. Apply an approved patching material in accordance with the manufacturer's recommendations. Avoid dripping any patching material onto the existing concrete. See KDOT Specifications. DECK PATCHING DETAILS Clean existing cracks in deck of debris and vegetation. Blast clean with compressed air. Seal all cracks " or greater with Portland Cement grout or mortar. Allow to cure at least 24 hours prior to placing the Polymer Concrete Overlay. CRACK SEALING DETAIL DECK PATCHING DETAILS (Bridge Deck Waterproofing) Page 7 of 14 4

8 Plotted By: ingalls Plot Location:Bridge Design 3 2/4/2015 Modfifed Per 2015 Specification PAK CER 1/6/2015 Changed Overlay Type PAK CER 2 2/27/13 Updated Title Block PAK TLF 1 APP'D Squad: Bridge Maintenance NO. DATE REVISIONS BY Traffic Lane { Bridge { Web HMA Overlay (By Others) 8'-0" Minimum See Detail Sheet 6 & 7 See Sheets 6 & 7 Existing 1 " Concrete Overlay Typ. Typ. Temporary Safety Barrier ó Grinding Concrete Surface 8'-0" Maximum 8 " Uniform Slab Thickness 8'-0" Minimum PATCHING SEQUENCE: When large areas of full depth patches are needed, they shall be patched in segments. ó The type of traffic delineator to be used is found in the traffic control sheets. 8'-0" Maximum If full depth patches intrude into this effective flange width area, the segments shall be a maximum of 8'-0" in length parallel to the centerline of bridge with a minimum of 8'-0" parallel to the centerline of bridge See "Construction Staging" sheet for traffic lane and roadway widths. between segments. After the initial patches have cured, Girder Spacing /4 or as directed by the Engineer. the areas between the initial segments shall be patched. The segmental patching will not be required if adequate shoring is provided to support the deck, curbs and beams. (See "SEQUENCE DETAIL" on this sheet). Full Depth Patch Note: Cutting the wearing surface back to { Bridge, concrete removal, all material, equipment, and labor necessary for this item shall be subsidiary to other items. SEQUENCE DETAIL MINIMUM REBAR SPLICE LENGTHS RECAPITULATION OF QUANTITIES Minimum Splice Lengths (inches) Existing Gr. 40 ksi Bars Existing Gr. 60 ksi Bars ITEM UNITS QUANTITY Existing Bar Size 16" 20" 24" 30" 39" 12" 13" 16" 20" 26" #4 #5 #6 #7 #8 Br. 279 Br Sq. Yds. Sq. Yds. Sq. Yds. Machine Preparation ( ") Area Prepared for Patching Area Prepared for Patching (Full Depth) 49" 33" #9 62" 42" #10 #11 51" 77" Reinforcing Steel (Repair) (Grade 60) (Epoxy) (Set Price) Lbs. 1 1 Note: If splicing epoxy coated reinforcing steel, increase the above splice lengths by 20%. Lap lengths are based on a Class B splice. Use the minimum splice length corresponding to the grade of the existing reinforcing in the deck. DECK PATCHING SEQUENCE Page 8 of 14 5

9 Plotted By: ingalls Plot Location:Bridge Design 4" Cross Slope MEMBRANE OVERLAP DETAIL HMA Overlay (By Others) (2.0") Asphalt tack coat (By Others) Waterproofing Membrane Primer coat for adhesion of membrane Protect Curb with Waterproofing Membrane Taper HMA Overlay Patch deck-see attached details. Clean deck to drain surface and cracks of all dirt, debris, and water. At curbs, place the Water Proofing Membrane to match the HMA overlay. Attach with primer & membrane using hand tools. BRIDGE DECK WATERPROOFING DETAIL AT DECK DRAINS DECK SURFACE PREPARATION: Prepare the concrete surface where waterproofing membrane will be applied. Prepare the surface by diamond grinding to remove the existing tining; as a minimum remove " of concrete. BRIDGE DECK WATERPROOFING: This work consists of cleaning the bridge deck surface, applying a primer, and placing a Pavement Waterproofing Membrane. Place the membrane 36" past the EWS onto the approach at each end of the bridge and from curb to curb or edge of deck to edge of deck. Lay the membrane parallel to the longitudinal { of the bridge. Place membrane panels starting at the low side of the deck. Overlap in the direction of water runoff as shown in detail. See KDOT Specifications. BRIDGE DECK WATERPROOFING Page 9 of 14 6

10 ññ Cross Slope ññ ññ Plotted By: ingalls Plot Location:Bridge Design Overlap Protection Board according to manufacturer's specifications Protection Boards Direction of Traffic Protection Boards PROTECTION BOARD LONGITUDINAL OVERLAP DETAIL PROTECTION BOARD TRANSVERSE OVERLAP DETAIL HMA Overlay (By Others) (2.5" Minimum) Asphalt tack coat (By Others) Protection Board Protect Curb with fabric and Waterproofing Membrane Waterproofing Membrane Taper HMA Overlay Primer coat for adhesion of membrane to drain Patch deck-see attached details. Clean deck surface and cracks of all dirt, debris, and water. At curbs, place the Reinforcing Fabric to match the HMA overlay. Attach with primer & membrane DETAIL AT DECK DRAINS using hand tools. BRIDGE DECK WATERPROOFING BRIDGE DECK WATERPROOFING SYSTEM: This work consists of surface prepartaion, cleaning the deck and placing the Pavement Waterproofing Membrane (Multi-Layer) in accordance with all manufacture's recommendations. Reinforcing fabric is required along both bridge rails and at both EWS joints. DECK SURFACE PREPARATION: Follow manufacturer's specifiactions for limits of surface protrusions, ridges and sharp edges. Prepare the concrete surface by removing the existing tining; remove a minimum of " of the existing deck surface. BRIDGE DECK WATERPROOFING (Multi-Layer) Page 10 of 14 7

11 Plotted By: ingalls Plot Location:Bridge Design End of Waterproofing Membrane 3'-0" Final Surface E.W.S. HMA Overlay (By Others) Original Surface HMA-Commercial Grade (By Others) TRANSITION AT L C BRIDGE ENDS Milling to be determined by Engineer Existing Surface HMA APPROACH OVERLAY FOR BRIDGE DECK WATERPROOFING Page 11 of 14 8

12 Plotted By: ingalls Plot Location:Bridge Design Direction of Traffic Protection Board 6" (Min.) 6" (Min.) Membrane Membrane Primer Reinf. Fabric E.W.S. Approach Slab Bridge Deck 3'-0" JOINT BETWEEN BRIDGE DECK AND APPROACH SLAB End of Waterproofing Membrane (Multi-Layer) 3'-0" Final Surface (By Others) E.W.S. Waterproofing Membrane (Multi-Layer) Original Surface Reinforcing Fabric (See Detail above) TRANSITION AT L C BRIDGE ENDS " Max. Bridge Curb Reinf. Fabric 6" Min. DETAIL AT BRIDGE CURB (Not to Scale) Milling to be determined by Engineer Proposed HMA Surface Protection Board Membrane Existing Surface HMA APPROACH OVERLAY FOR BRIDGE DECK WATERPROOFING Page 12 of 14 9

13 CURRENT RELEASE 4/25/12 DATE REVISIONS BY 10'-0"Min. Prefer 12'-0" 10'-0"Min. Prefer 12'-0" 3 2 APP'D 2/27/13 Updated Title Block PAK 1 NO. TLF TLF PAK 2'-0"Min. from outside edge of shoulder RAA Rdwy. Surface { Rdwy. Plotted By: ingalls Plot Location:Bridge Design As required by construction: Preferable is 16'-0". Advanced signing required for clearances of 15'-6"and less. CONSTRUCTION CLEARANCE DETAILS CONSTRUCTION CLEARANCE DETAILS Page 13 of 14 10

14 SUMMARY OF TRAFFIC CONTROL DEVICES (FOR INFORMATION ONLY) All traffic control devices shall be placed in accordance with the KDOT Traffic Control Standards. The contractor shall provide all signs and other traffic control devices for proper traffic control of all construction activities. Quantities listed are estimates only. Quantities are typical for TE704. Contractor operations may require additional traffic control devices. * QUANTITY USED ON THE PROJECT AT ANY ONE TIME CONSTRUCTION SIGNS * MUTCD NO. SIZE SQ. FT & OVER W W W7-3A 6 W3-5 6 R4-1 6 R2-1 6 KM W4-2R 6 W7-3A 6 KG W1-4L 4 LIGHTED DEVICES * CONSTRUCTION WARNING LIGHT (TYPE A LOW INTENSITY) CONSTRUCTION WARNING LIGHT (RED TYPE B HIGH INTENSITY) ARROW DISPLAY 2 PORTABLE CHANGEABLE MESSAGE SIGN (LED) 4 BARRICADES * CHANNELIZING DEVICES * TYPE III (4 TO 8 ) FIXED PORTABLE SUMMARY OF TRAFFIC CONTROL DEVICES () NOTES: CONSTRUCTION SIGN (SPECIAL) SIGN NO SQ. FT. & LESS SQ. FT. & OVER 12 RECAPITULATION OF QUANTITIES ITEM QUANTITY UNIT CONSTRUCTION SIGNS (0 TO 9.25 SQ. FT.) 880 EADA CONSTRUCTION SIGNS (9.26 TO SQ. FT.) 2530 EADA CONSTRUCTION SIGNS (16.26 SQ. FT. & OVER) EADA CONSTRUCTION BARRICADES (TYPE III 4 TO 8 ) 440 EADA CHANNELIZER (FIXED) EADA CHANNELIZER (PORTABLE) EADA CONSTRUCTION WARNING LIGHT (TYPE A LOW INTENSITY) 660 EADA CONSTRUCTION WARNING LIGHT (RED TYPE B HIGH INTENSITY) EADA ARROW DISPLAY 110 EADA PORTABLE CHANGEABLE MESSAGE SIGN (LED) 220 EADA PAVEMENT MARKING (TEMPORARY) 4 SOLID (TYPE I TAPE) STA./LINE 4 SOLID (TYPE II TAPE) STA./LINE 4 BROKEN (8.2 ) (TYPE I TAPE) STA./LINE 4 BROKEN (8.2 ) (TYPE II TAPE) STA./LINE 4 BROKEN (3.3 ) (TYPE I TAPE) STA./LINE 4 BROKEN (3.3 ) (TYPE II OR IIA TAPE) STA./LINE 4 BROKEN (3.3 ) (PAINT) STA./LINE 4 DOTTED EXTENSION (TYPE I TAPE) STA./LINE 4 DOTTED EXTENSION (TYPE II TAPE) STA./LINE SOLID (LINE MASKING TAPE) BROKEN (LINE MASKING TAPE) EXISTING PAVEMENT MARKING REMOVAL GLARE SCREEN CONCRETE SAFETY BARRIER (TYPE F3) (TEMPORARY) CONCRETE SAFETY BARRIER (TYPE F3) (TEMP.-INSTALL ONLY) CONCRETE SAFETY BARRIER (TYPE F3) (TEMP.-RELOCATE) INERTIAL BARRIER SYSTEM MODULE F200 (REPLACEMENT) MODULE F400 (REPLACEMENT) MODULE F700 (REPLACEMENT) MODULE F1400 (REPLACEMENT) MODULE F2100 (REPLACEMENT) CONSTRUCTION SIGN (SPECIAL) TEMPORARY RAISED PAVEMENT MARKER (TYPE I) TEMPORARY RAISED PAVEMENT MARKER (TYPE II) TRAFFIC SIGNAL INSTALLATION (TEMPORARY) TEMPORARY TRAFFIC SIGNALS TRAFFIC CONTROL (INITIAL SET UP) STA./LINE STA./LINE LIN. FT. LIN. FT. LIN. FT. LIN. FT. LIN. FT. LUMP SUM LUMP SUM LUMP SUM TRAFFIC CONTROL LUMPSUM LUMP SUM FLAGGER (SET) 1 HOUR TRANSPORTATION MANAGEMENT PLAN MGR 30 EADA TRAFFIC CONTROL INSPECTION 30 EADA ADDED TYPE A & RED TYPE B LIGHTS B.H. A.A.A CONSTR. SIGN SPECIAL CHART B.H. A.A.A REMOVED TYPE 1 & IV CSB, MODIFIED CSD NOTE B.H. S.A.B. NO. DATE REVISIONS BY APP D KANSAS DEPARTMENT SUMMARY OF DEVICES AND RECAPITULATION OF QUANTITIES TE795 9/1/00 FHWA APPROVAL APP D Anthony A. Alrobaire DESIGNED B.A.H. DETAILED B.A.H. QUANTITIES TRACED DESIGN CK. DETAIL CK. QUANT. CK. TRACE CK. KANSAS DEPARTMENT SN Co. Proj. No KA Title: BRIDGE PATCHING Page 14 of 14

BRIDGE REPAIR BARBER COUNTY R 12 W R 11 W R 11 W DEPARTM ENT OF TRANSPORTATION. Page 1 of 12 BRIDGE NO (030)

BRIDGE REPAIR BARBER COUNTY R 12 W R 11 W R 11 W DEPARTM ENT OF TRANSPORTATION. Page 1 of 12 BRIDGE NO (030) KANSAS SOUTHW ESTERN R 11 W R 11 W KIOWA 8 TO CHEROKEE, OKLA. Stubbs R 12 W Creek 2 BURLINGTON STATE OF KANSAS DEPARTM ENT BRIDGE REPAIR KANSAS PROJECT BARBER COUNTY K-2 2-4-1.81 (00) TITLE SHEET Page